Kompletní funkce programu Detail 3D

Kompletní funkce programu Detail 3D | Idea Statica Web Eshop

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Name: 3D Detail Introduction

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    "value": "<h3>Úvod</h3>\n<p>3D Detail je v podstatě rozšířením stávající aplikace IDEA StatiCa Detail. Přidává nový typ Model 3D a s tím přichází i implementace metody pro výpočet napěťových polí ve 3D prostoru nazvané 3D CSFM. Výpočty a posudky jsou implementovány pro mezní stav únosnosti.</p>\n<p>Než se pustíme do popisu funkcionalit 3D Detailu, bude dobré upozornit na existenci teoretických základů, kde si můžete přečíst více technických detailů o jednotlivých entitách modelu a samotných výpočtech.</p>\n<ul>\n  <li><a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>IDEA StatiCa Detail – Konstrukční návrh betonových 3D nespojitostí</strong></a></li>\n</ul>\n<p>V prvním kroku si uživatel může na úvodní obrazovce (v průvodci) vybrat nový typ modelu, kde je k dispozici několik šablon, včetně obecné možnosti zadat model od začátku.</p>\n<figure data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b625d4c-9842-4ccc-b10b-89a82bceb111/3D%20Detail%20in%2024.1_1.png\" data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" alt=\"\"></figure>\n<p>Stejně jako u 2D modelů je možné i ve 3D variantě upravit počáteční nastavení v pravé části, jako je Norma návrhu, Materiály a Krytí betonu.</p>\n<p>Po vytvoření ať už prázdného modelu nebo modelu ze šablony jsou k dispozici možnosti známé z prostředí 2D modelování.</p>\n<p>Možnosti pro práci s více Položkami projektu najdete na horním pásu karet, stejně jako nyní standardní tlačítka Zpět/Znovu, možnosti zobrazit Popisy, ovládací prvky pro Obrázky, nastavení Výpočtů a ovládací prvky pro správu Šablon.</p>\n<figure data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d987045a-993e-403c-b17c-e48903b0005a/3D%20Detail%20in%2024.1_3.png\" data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" alt=\"\"></figure>\n<p>Inicializuje se také strom, jehož první položka, ve výchozím nastavení DRM1, obsahuje výchozí nastavení pro aktuální položku projektu. Nad stromem najdete nástroje pro manipulaci s modelem.</p>\n<figure data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3381341d-56a3-49bf-b78c-dff47f501a72/3D%20Detail%20in%2024.1_4.png\" data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" alt=\"\"></figure>"
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            "value": "<h3>Úvod</h3>\n<p>Na začátku tohoto textu je potřeba definovat, k čemu je aplikace určena. V současné verzi jsou vyvinuty nástroje a je ověřeno řešení pouze pro <strong>kotvení ocelových konstrukcí v jednoduchých blocích z vyztuženého betonu.</strong></p>\n<p>Následující text je rozdělen do dvou částí: omezení aplikace a metody 3D CSFM samotné a omezení importu z IDEA StatiCa Connection.</p>\n<h3>Omezení aplikace Detail 3D</h3>\n<h4>Železobeton</h4>\n<p><strong>Metoda 3D CSFM není určena pro prostý nebo slabě vyztužený beton</strong>. V takovém případě může výpočet vést k zavádějícím výsledkům nebo divergenci nelineárního výpočtu.&nbsp;</p>\n<p>Více se dočtete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Hlavní důvod, proč je potřeba modelovat <strong>pouze vyztužený beton</strong>, je zanedbání tahové pevnosti betonu v použité výpočetní metodě 3D CSFM. Všechna tahová napětí tedy musí být přenesena výztuží.</p>\n<p>Dalším důvodem je, že v aplikaci IDEA StatiCa Detail 3D nejsou použity principy lomové mechaniky. Model nesimuluje explicitní šíření trhlin ani nevyužívá parametry betonu definované v lomové mechanice (G_f, K_IC, tvar lomové plochy). Beton je modelován jako tvárný materiál s vodorovnou plastickou větví v tlaku – jakmile je dosaženo mezního tlakového napětí, napětí zůstává konstantní a pouze deformace se dále zvyšují až do předepsané meze. V důsledku toho dokáže Detail 3D zachytit plastické přerozdělení napětí a deformací v D-oblastech, ale explicitně nemodeluje mechanismy křehkého porušení řízené lomovou mechanikou (např. čisté smykové porušení prostého betonu, nestabilní šíření jediné dominantní trhliny atd.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Závěrem lze říci, že modely musí splňovat definici železobetonu uvedenou v mezinárodních normách. Pokud dodržíte konstrukční definované v normách, obdržíte správné výsledky.&nbsp;</p>\n<h4>Mezní stav únosnosti</h4>\n<p>Všechny výpočty a posudky jsou implementovány&nbsp;<strong>pouze pro MSÚ</strong>. Definice materiálových modelů a způsob samotného výpočtu musí být u MSP odlišný. Tento rozdíl můžete vidět v Detailu ve 2D.&nbsp;</p>\n<h4>Tlakové změkčení (tzv. Compression softening)</h4>\n<p>Nejprve si definujme, co je to tlakové změkčení: Beton v tlaku ztrácí pevnost a tuhost, když je současně silně potrhaný v tahu, tj. když jsou přítomna velká příčná tahová napětí.</p>\n<p>V případech, kdy je únosnost určena tlačenou vzpěrou procházející silně potrhaným betonem, má Detail 3D tendenci nadhodnocovat únosnost (tj. být mírně nekonzervativní), pokud je výsledek interpretován přímo jako skutečná mezní únosnost.</p>\n<p>Z těchto důvodů je 3D modul zatím vhodný pouze pro posouzení únosnosti kotvení v jednoduchých železobetonových blocích.</p>\n<p>I když je možné modelovat například pilotové založení s využitím podpor na malé ploše, ověření není spolehlivé, protože změkčující efekt se stává významným, zejména u detailů souvisejících s protlačením. Stejná situace může nastat v případě tenké desky s na ní umístěným sloupem a v dalších podobných případech, kdy není prvek dostatečně vyztužen svislou výztuží.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Pro tyto situace je nutné implementovat změkčení betonu, které je v současnosti dostupné pouze v 2D modulu.&nbsp;<strong>Proto lze 3D modul použít pouze pro kontrolu porušení kolem kotev, kde tento efekt nemá vliv.</strong></p>\n<h4>Posouzení kotev</h4>\n<p>Prvek kotvy je definován tak, že je schopný přenášet osové tahové/tlakové síly stejně jako smykové síly, přičemž je zohledněna ohybová tuhost kotvy, jak je popsáno v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Podporujeme posudky dle příslušných norem (<strong>pouze EN</strong>), proto lze IDEA StatiCa Detail použít samostatně pro posouzení kotvení jako celku (kotvy, výztuž, beton).</p>\n<p>Implementované normy:&nbsp;<strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1.&nbsp;</strong></p>\n<p>Pro posouzení dalších komponent styčníku (svarů, plechů atd.) je potřeba použít IDEA StatiCa Connection, kde můžete provést i kompletní posouzení kotev pro prostý beton. Kotvení v Connection – spolu s aplikovanými silami – lze exportovat do Detailu pro další návrh výztuže.</p>\n<p>Pro <strong>ACI a australskou normu</strong> <strong>nejsou dosud implementovány</strong> normové posudky kotev ve smyku a ve smyku + tahu, proto je vždy nutné pro komplexní normové posudky kotev použít obě aplikace.</p>\n<h4>Překlopení</h4>\n<p>Pokud zadané zatížení způsobí překlopení modelu, model bude počítat až do divergence nebo dosažení kritéria. To obvykle trvá dlouho s následujícím výsledkem:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Zobrazuje se procento přeneseného zatížení před ztrátou stability modelu. V Doplňkových výsledcích je možné zobrazit extrémní deformace.</p>\n<p>Alternativní řešení: Doporučuje se nejprve vypočítat jakýkoli model s Násobkem výchozí velikosti sítě nastaveným na vysokou hodnotu (4-5). Tento násobek lze najít v Nastavení -&gt; Nastavení sítě. Výpočet proběhne rychle a &nbsp;vy budete moci zjistit, zda je problém v překlopení modelu nebo ne.</p>\n<p>Je potřeba zkontrolovat, zda je v zatížení zadána vlastní tíha betonového bloku, která případnému překlopení modelu může zabránit. Pozor, importem z aplikace Connection není vlastní tíha do modelu zadána automaticky, viz text dále.</p>\n<h3>Omezení importu z aplikace Connection</h3>\n<h4>Kontakty</h4>\n<p>Obecně není podporován import sil působících na základovou desku prostřednictvím <strong>kontaktu</strong> s jinou ocelovou deskou. To platí jak pro kontakt hrana-plocha, tak pro typy kontaktů plocha-plocha. Více si přečtěte <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"v tomto článku\">v tomto článku</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Kotvení bez patní desky</h4>\n<p>Pouze modely kotvené přes patní desku mohou být správně importovány do aplikace Detail. Pro modely, kde jsou prvky připojeny k betonovým blokům přímo&nbsp;(např. přes spodní pásnici), je plech prvku s kotvami importován bez zatížení, tj. nejsou importovány silové účinky ze svarů.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Vlastní tíha není přidána automaticky</h4>\n<p>Vlastní tíha není v importovaných zatěžovacích stavech automaticky zahrnuta, musí být dodatečně přidána uživatelem. To může hlavně ovlivnit případy kotvení k základovým patkám, kde neuvážení vlastní tíhy může vést ke ztrátě stability a k překlopení základu, jak je zmíněno v odstavci výše.</p>\n<h4>Nepodporované typy kotvení pro export do Detailu</h4>\n<p>Kotvy s hákem nejsou v Detailu podporovány. V exportovaném souboru bude místo nich použita kotva s podložkou.</p>\n<p>Podložka je modelována jako deskostěnový prvek přímo připojený k dříku kotvy a přenášející zatížení na beton výhradně prostřednictvím tlakového kontaktu. Podložka je modelována lineárně, bez plasticity, a není podrobena posudkům únosnosti. Vzhledem k tomu, že podél dříku je nulová pevnost v soudržnosti, veškeré zatížení se přenáší do betonu prostřednictvím podložky. Více o typech kotev naleznete v článku <a href=\"https://www.ideastatica.com/cz/podpora/jednotlive-kotvy-v-detailu\">Jednotlivé kotvy v Detailu</a>.</p>\n<h4>Nepodporované kombinace kotev</h4>\n<p>Aplikace Detail nepodporuje kombinování spřahovacích trnů nebo výztuže s jinými typy kotev. Tyto typy kotev nebudou zahrnuty do výstupu. Více informací o možnostech kotevních desek naleznete v článku <a href=\"https://preview.ideastatica.com/cz/podpora/moznosti-zadani-kotevni-desky\">Možnosti zadání kotevní desky</a>.</p>\n<h4>Kombinace importovaných zatížení a zatížení zadaných uživatelem</h4>\n<p><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu</strong>. Z důvodů popsaných v&nbsp;<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>. Kotvy se do Detailu naimportují tak, že nejsou s patní deskou propojené na osovou sílu (propojení na smyk je řízeno způsobem přenosu smyku). Pokud v Detailu vytvoříte zatížení aplikované na patní desku, je zřejmé, že zatížení z patní desky nebude do kotev přeneseno.</p>\n<p>Alternativní řešení: Zkopírujte importovanou Položku projektu, odstraňte všechna importovaná zatížení, propojte všechny kotvy s patní deskou na osovou sílu a poté můžete zadat nové zatížení.</p>\n<h4>Více betonových bloků</h4>\n<p>V aplikaci Detail je podporován<strong> pouze jeden betonový blok</strong>. Nicméně betonový blok může být upraven pomocí Negativního tělesa, Roviny řezu a operace Řez. Díky tomu je možné modelovat složitější tvary jako jsou podstavce, rozšíření základových pásů, kotvení v blízkosti otvorů atd.</p>\n<p>Je také možné importovat dva nezávislé betonové bloky z aplikace Connection, které se importují do aplikace Detail jako dvě položky modelu, jež lze dále upravovat pomocí operace Řez.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<h4>Více než jedna kotevní deska v bloku</h4>\n<p>Export více kotevních desek je podporován, ale <strong>nedoporučuje se importovat takzvané kotvení na hraně</strong>.&nbsp;</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>V aplikaci Connection je beton modelován zjednodušeným způsobem pomocí Winklerova podloží. Na druhou stranu je ocelová část nad betonovým blokem modelována podrobně se zohledněním plasticity materiálů. Pro detailnější posouzení železobetonu pod patní deskou je možné exportovat patní desku, kotvy a zatížení do aplikace Detail. Tam je beton modelován plasticky.</p>\n<p>Kotvy jsou exportovány rozpojené pro přenos osové síly a zatížení mezi nimi je nahrazeno dvojicí sil stejné velikost, ale opačného směru (právě kvůli chybějící tuhosti ocelové části nad patní deskou). Proto není možné, aby se osové síly v kotvách změnily, pokud se krycí vrstva v rohu betonového bloku stane plastickou (odprýskne se). Obdobně jsou svary patních desek exportovány rozpojené, přičemž spojení je nahrazeno stejnými, ale opačnými silami. Proto nemůže dojít ke změně napětí na svaru v případě plastizace betonového rohu.</p>\n<p>Z toho vyplývá, že po exportu, ačkoli jsou všechny síly působící na základní desky v rovnováze, nebudou splněny deformační podmínky.</p>\n<p><em>Platí to pro současnou verzi 25.1.2. Může se lišit v předchozích verzích, protože postupně pracujeme na odstranění těchto omezení. Více informací o každé verzi najdete v </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>novinkách k verzi</em></a><em>.</em><br>\n</p>"
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                            "value": "<h3>Modelování</h3>\n<p>Do nového 3D prostředí v IDEA StatiCa Detail bylo přidáno mnoho zcela nových nástrojů a položek modelu. V následující části si společně projdeme všechny možnosti dostupné ve verzi 24.1.</p>\n<h3>Položky modelu</h3>\n<p>Kategorie <strong>Položka modelu</strong> v aplikaci Detail obsahuje následující položky:</p>\n<ul>\n  <li>Prvky</li>\n  <li>Podpory</li>\n  <li>Zařízení pro přenos</li>\n</ul>\n<p>Ve verzi 24.1 může být zadán pouze <strong>jeden 3D prvek</strong>, který může být definován jako kvádr nebo obecný hranol. Kvádr je definován třemi rozměry. Obecný hranol je pak možné nadefinovat pomocí zadání obecného tvaru podstavy Polygonem, a to tabulkově pomocí souřadnic. Zadáním výšky bloku se pak vytvoří požadovaný prostorový tvar. Pro definování obecného tvaru mnohoúhelníku lze v tabulce vyplnit jednotlivé souřadnice, nebo použít kopírování a vložení z tabulkového procesoru (například Microsoft Excel).</p>\n<figure data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b0a47fc-ff72-42bc-a92e-0e71786a0412/3D%20Detail%20in%2024.1_5.png\" data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" alt=\"\"></figure>\n<p>K podepření modelu se používá <strong>povrchová podpora</strong>. Tento typ podpory lze zadat dvěma způsoby - dvěma typy geometrie:</p>\n<ul>\n  <li>Celý povrch</li>\n  <li>Křivka</li>\n</ul>\n<p>V obou případech je třeba vybrat referenční povrch a samozřejmě definovat stupně volnosti. Podpora může být definována jako pružná a typ pouze v tlaku lze použít pro směr kolmý na určenou plochu. Na následujícím obrázku vidíme podporu na celé ploše číslo 4 a vypnutou možnost \"Pružná podpora přenášející pouze tlak\".</p>\n<figure data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fe6a0e9-574a-4ec2-a1cd-4cb423d9817b/3D%20Detail%20in%2024.1_6.png\" data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" alt=\"\"></figure>\n<p>Pro druhou možnost zadání pomocí křivky je k dispozici stejná tabulka jako při zadání polygonů u Prvků. Opět můžete použít funkci kopírování a vkládání nebo zadat souřadnice ručně. Zadaný tvar lze posouvat podél referenčního povrchu pomocí souřadnic X a Y nebo otáčet zadáním úhlu.</p>\n<figure data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08b22614-9fec-47d6-9478-af3d4e4b3097/3D%20Detail%20in%2024.1_7.png\" data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" alt=\"\"></figure>\n<p>Všimněte si, že je možné zadat křivku tak, aby počátek souřadnic byl v těžišti požadovaného tvaru. Souřadnice X a Y pro zadání polohy podpory se pak budou vztahovat k tomuto těžišti.</p>"
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                                                    "value": "<ul>\n  <li>Typické problémy při posuzování kotvení</li>\n  <li>Export z Connection do 3D Detail</li>\n  <li>Jak funguje aplikace 3D Detail</li>\n  <li>Zadání výztuže a okrajových podmínek</li>\n  <li>Tipy a triky pro modelování</li>\n</ul>"
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                                                    "value": "Posouzení kotvení se může stát pro mnoho statiků výzvou. Běžné posudkové nástroje na kotvení nedokáží zohlednit skutečné vyztužení betonu, což často vede ke zbytečně předimenzovaným patním plechům a patkám. IDEA StatiCa nově nabízí možnost zohlednit skutečné vyztužení a navrhnout jakékoliv kotvení."
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                                                    "value": "<h3>Posouzení kotvení v aplikaci Connection</h3>\n<p>Již nějakou dobu lze v aplikaci IDEA StatiCa Connection modelovat a posuzovat kotvení ocelových nosníků/sloupů do betonového bloku. Do nedávno vydané verze 24.1 byla přidána možnost modelování kotev s háky. Pro posouzení různých způsobů porušení kotev a betonu se používají empirické vzorce z Eurokódu (EN 1992-4 a EN 1993-1-8). Vzhledem k chybějícím informacím o některých typech kotev a skutečnosti, že výztuž v betonovém bloku nelze zohlednit, však nelze některé způsoby porušení plně posoudit. Uživatel však je na tuto skutečnost upozorněn.</p>\n<figure data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9755e4c-244b-4015-b72f-e003fede656d/landing_page_1.png\" data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" alt=\"\"></figure>\n<h3>Aplikace 3D Detail</h3>\n<p>Dříve musel uživatel u některých způsobů porušení doplňovat chybějící posudky sám ručními výpočty. Aby se tyto nedostatky odstranily, je nyní možné<strong> exportovat model z aplikace Connection do aplikace 3D Detail.</strong> To zahrnuje přenesení geometrie a parametrů betonového bloku, patní desky a kotev včetně působícího zatíženi. V aplikaci 3D Detail je pak možné do betonového bloku domodelovat výztuž a provést nelineární výpočet metodou konečných prvků (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>Posudky pak nejsou založeny na standardních vzorcích Eurokódu, ale je posouzeno přímo napětí a přetvoření v betonu a ve výztuži stanovené se zohledněním normových charakteristik materiálů.</p>\n<p>V rámci webináře vám na praktické ukázce představíme celý pracovní postup posouzení kotvení a vysvětlíme speficika modelování.</p>\n<h3>A co dál?</h3>\n<p>Přečtěte si více o normovém posouzení kotvení v aplikacích IDEA StatiCa:</p>\n<ul>\n  <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">Propojení IDEA StatiCa Checkbot s Hilti PROFIS</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Teoretické základy výpočtu kotvení v aplikaci IDEA StatiCa Connection</a></li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do 3D Detailu</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h3>Záznam webináře</h3>"
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                                                    "value": "<p>Pevnost v soudržnosti, která se zadává u prvku <strong>Jedna kotva</strong> v Detailu 3D je <strong>návrhová hodnota</strong> pevnosti v soudržnosti lepené (dodatečně instalované) kotvy. Jedná se o klíčový parametr pro návrh kotvení v Detailu 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>Z hlediska EN 1992-4 můžeme návrhovou pevnost v soudržnosti definovat jako τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub>&nbsp;</p>\n<p>γ<sub>Mp</sub>&nbsp; je dílčí součinitel bezpečnosti definovaný v tabulce 4.1 v EN 1992-4</p>\n<p>γ<sub>mp</sub> = γ<sub>mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1,5</p>\n<p><strong>γ</strong><strong><sub>inst&nbsp; </sub></strong>- součinitel zohledňující citlivost dodatečně instalovaných kotev na podmínky při instalaci. Lze nalézt v příslušných evropských technických specifikacích pro konkrétní produkt.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> &nbsp;- je charakteristická pevnost v soudržnosti dodatečně lepené kotvy. &nbsp;Závisí na pevnosti, třídě betonu a stavu betonu – popraskaný vs. nepopraskaný. Lze jej nalézt v certifikátu pro lepící chemickou maltu, například ETA – European Technical Assesment.</p>\n<h3>Příklad</h3>\n<p>Mějme dodatečně lepenou kotvu ze závitové tyče M12&nbsp;a maltu Hilti HIT-HY 200-A V3. Otvor je vyvrtán příklepem. Kotva se instaluje za sucha do betonu C20/25 s trhlinami . Projektovaná životnost je 50 let.</p>\n<p>Nejprve musíme přejít na webovou stránku produktu HIT-HY 200-A <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">zde</a>. Hledáme ETA dokument. Přejděte do části <strong>Technical data</strong> a otevřete dokument PDF Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Na straně 3 tohoto dokumentu naleznete odkazy na příslušné dokumenty ETA.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Otevřete dokument ETA-19/0601, který je pro nás relevantní. Odkaz v prvním řádku tabulky.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>V tabulce C1 tohoto dokumentu naleznete údaje pro <strong>τ</strong><strong><sub>Rk</sub></strong> - charakteristická pevnost v soudržnosti. Konzervativně pro teplotní rozsah II, v našem případě τ<sub>Rk</sub> = 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>V tabulce C1 dokumentu naleznete také relevantní γ<sub>inst </sub>. V našem případě γ<sub> inst</sub> = 1,0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>Konečná hodnota návrhové pevnosti v soudržnosti&nbsp;je τ<sub>Rd</sub> = 8,0 /(1,5x1,0) = 5,3 MPa.&nbsp;</p>\n<p><br>\n</p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n63e88226_a2a8_01a1_1e77_fd408ae10ab1\"></object>"
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                                                            "value": "<h3>Zařízení&nbsp;pro přenos zatížení</h3>\n<p><strong>Zařízení pro přenos zatížení</strong> obsahují dvě entity: patní desku a kotvu. Začněme patní deskou. Chcete-li určit její umístění na betonovém bloku, je nutné vybrat referenční povrch a hranu. Ty definují počátek souřadnic, ze kterých se měří vzdálenosti X a Y. K dispozici jsou dvě možnosti definice tvaru, obdélníkový a polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>Patní deska je spojena s betonovým prvkem kontaktem, který přenáší tlaková napětí, a pokud se uživatel rozhodne, může přenášet i smyková napětí. Lze vybrat tři mechanismy přenosu smyku:</p>\n<ul>\n  <li><strong>třením</strong></li>\n  <li><strong>pomocí kotev</strong></li>\n  <li><strong>pomocí smykové zarážky</strong></li>\n</ul>\n<p>Software neumožňuje tyto mechanismy přenosu smyku kombinovat.</p>\n<p>Při přenosu třením je třeba zadat návrhovou hodnotu součinitele tření. Pro variantu přenosu pomocí smykové zarážky je třeba zadat ocelový profil včetně geometrie a polohy.</p>\n<p>Patní deska může přenášet buď bodové zatížení, nebo skupinu sil. Pro bodové zatížení lze model zatížit šesti vnitřními silami (Fx, Fy, Fz, Mx, My a Mz) v libovolné poloze na patní desce. U skupiny sil mohou uživatelé zadávat polohy, intenzity a směry sil do tabulky, což umožňuje obecné umístění na patní desce. Je důležité zmínit, že patní deska je bodově zatížená a nemá na horní straně přivařenou žádnou výztuhu ani ztužijící prvek. Pro správné rozložení zatížení je tedy důležité použít relativně tuhou desku s poměrně velkou tloušťkou.&nbsp;</p>\n<p>Druhé zařízení pro přenos zatížení, kotvu, lze přidat a propojit s patní deskou a vytvořit tak například detail kotvení sloupu pomocí čtyř kotev (viz obrázek níže). Je také možné modelovat samostatné kotvy bez patní desky.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>Více informací o propojení s patní deskou naleznete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Z hlediska polohy a geometrie jsou kotvy vztaženy k povrchu a hraně bloku, včetně určení relativní polohy jako u patní desky. Samozřejmě je možné specifikovat délku kotvy v betonu a délku nad betonovou plochou.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>Kotvy jsou implementovány ve dvou variantách:</p>\n<ul>\n  <li>Na místě zabetonovaná výztuž</li>\n  <li>Lepená kotva</li>\n</ul>\n<p>Pro na místě zabetonovanou výztuž se používá mezní napětí v soudržnosti podle EN 1992-1-1 kap. 8.4.2. Kromě toho je možné pro tento typ kotvy určit Způsob kotvení stejně jako pro běžnou výztuž.</p>\n<p>U lepených kotev je možné přímo zadat Pevnost vazby (soudržnost), kterou si uživatel může zjistit např. z technického listu nanesené lepicí malty. Je důležité poznamenat, že <strong>je nutné zadat návrhovou hodnotu mezního napětí v soudržnosti</strong>.</p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>Podrobný popis chování vzájemného propojení kotvy a patní desky je popsán v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>"
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                                                                    "value": "<p>Eurokód specifikuje několik způsobů porušení kotev a betonových patek a dále je dělí podle typu zatížení. <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">V IDEA StatiCa Connection</a> jsme dosud mohli kotvy posoudit, ale s určitými omezeními bylo nutné hodnocení provádět ručně.&nbsp;</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Současně nebylo možné počítat s vyztužením betonových bloků. To se nyní mění s aplikací IDEA StatiCa 3D Detail, která přidává další možnosti. IDEA StatiCa 3D Detail nenabízí posouzení tak, jak jsme zvyklí v normě, která definuje posouzení prostého betonu. Pomocí MKP analýzy nyní můžeme ověřit, že železobeton bude vyhovovat zadanému zatížení a bude zabráněno porušení betonu, které by tomuto zatížení odpovídalo. Aplikace fungují a lze je používat samostatně, ale díky <a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">propojení mezi aplikacemi Connection a 3D Detail</a> je možné 3D Detail používat i jako doplňkový výpočet v případě nevyhovujícího posouzení v aplikaci Connection.&nbsp;</p>\n<p>Nyní si projděme podmínky Eurokódu jednu po druhé a možnosti, které nám aplikace nabízejí.&nbsp;</p>\n<h2>Tahová síla</h2>\n<p>Eurokód rozděluje první typ zatížení (<strong>tahovou sílu</strong>) na 6 způsobů porušení kotvy nebo betonového bloku (a, b, c, d, e, f) a další dva pro vyztužené patky (g, h).&nbsp;</p>\n<p>Na obrázku níže schématicky vidíte, jaký typ porušení můžete pomocí aplikace Connection posoudit a jaké chování lze použitím železobetonu, a tedy analýzou v 3D Detailu, pokrýt. IDEA StatiCa Connection používá pro návrh kotev <strong>(CBFEM) </strong>empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.1)<strong>,</strong> zatímco IDEA StatiCa 3D Detail je zcela založena na metodě konečných prvků <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM).</strong></a> Některé možnosti posouzení se tedy v obou aplikacích překrývají, ale vždy jinou metodou.&nbsp;</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Z povahy metod implementovaných v aplikacích vyplývá, že v aplikaci Connection lze uvažovat pouze prostý beton, zatímco <strong>v 3D Detailu lze uvažovat pouze železobetonové patky</strong>.&nbsp;</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Hlavní předpoklady a omezení analýzy pro IDEA StatiCa 3D Detail jsou uvedeny v článku <a href=\"https://www.ideastatica.com/cz/podpora/znama-omezeni-pro-3d-detail\">Známá omezení pro 3D Detail</a>.</p>\n<h4>a) Porušení&nbsp;oceli kotvy</h4>\n<p>V obou aplikacích se ověřuje samotné porušení oceli u tahem zatížených kotev. Pevnost kotvy v tahu se v aplikaci Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>V aplikaci Detail jsou kotvy kontrolovány podle vybraného Eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1.&nbsp;</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>V 3D Detailu se kotvy posuzují jako běžná výztuž podle pracovních diagramů definovaných pro jednotlivé materiály, přičemž se používá hodnota mezního přetvoření&nbsp;maximálně 5% (vypočteno na základě vlivu tahového ztužení).</p>\n<h4>b) Vytržení betonového kužele&nbsp;</h4>\n<p>Vytržení betonového kužele se v aplikaci Connection ověřuje dle níže uvedeného vzorce, posuzuje se však pouze <strong>prostý beton</strong>.&nbsp;</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Proto v případě, že betonový kužel selže, je vhodné přistoupit k IDEA StatiCa 3D Detail, kde je provedena analýza betonového bloku včetně jeho vyztužení. Pevnost betonu v tahu je konzervativně zanedbávána, což znamená, že únosnost při porušení kužele je do značné míry určena stanoveným množstvím výztuže. Na obrázku níže můžete vidět <strong>směry hlavních tlakových napětí</strong>. V pravé části vidíte hodnoty napětí v betonu, které jsou porovnány s mezními hodnotami.&nbsp;</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>&nbsp;c) Vytažení kotvy</h4>\n<p>Tento posudek je v aplikaci Connection proveden pouze pro určité případy (viz první obrázek v tomto článku). U dodatečně instalovaných mechanických kotev je nutné dodatečné posouzení.&nbsp;</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>V 3D Detailu je možné nastavit tzv. <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lepené kotvy</a> a specifikovat návrhovou pevnost v soudržnosti podle jejich technických parametrů. Jak stanovit napětí v soudržnosti je uvedeno v článku&nbsp;<a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>. Na základě těchto parametrů se pak kotvy ověří. (Platí pouze pro železobeton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Kombinace vytažení a porušení betonu u lepených kotev</h4>\n<p>Toto porušení lze zjistit pouze v aplikaci 3D Detail, kde se pomocí metody 3D CSFM posuzují napětí v betonu a kotevní plochy. Kombinovaný mechanismus vytažení a porušení betonu je v 3D Detailu založen na výše definovaných principech a jeho posouzení je součástí kontroly pevnosti betonu a kotvení. (Platí pouze pro železobeton.)</p>\n<h4>e) Rozštěpení betonu</h4>\n<p>V aplikaci Connection není tento způsob porušení možné posoudit. Porušení rozštěpení roznášecí oblasti betonu je obvykle problémem prostého betonu, kde použití výztužení zabraňuje jeho výskytu, proto posouzením vyztužené patky v 3D Detailu je toto porušení automaticky zohledněno. Zároveň je možné v aplikaci Detail zobrazit napětí a přetvoření jak tažené/tlačené výztuže, tak betonu v tlaku.&nbsp;</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Odprýsknutí betonu</h4>\n<p>U prostého betonu je v aplikaci Connection zaveden empirický posudek podle Eurokódu.&nbsp;</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>U vyztužených prvků je možné použít 3D Detail. Porušení betonu při odprýsknutí povrchu betonu je zahrnuto v pevnostní analýze betonu, kde jsou tahová napětí přenášena pouze výztuží (jak již bylo několikrát zmíněno výše).</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených betonových bloků je vyžadováno posouzení přídavné výztuže. Porušení výztuže a kotvy je součástí posouzení výztuže v 3D Detailu.&nbsp;</p>\n<p><strong>g) Porušení oceli výztuže</strong></p>\n<p><strong>h) Porušení kotvení výztuže</strong></p>\n<h2>Zatížení smykem</h2>\n<p>Eurokód rozděluje druhý typ zatížení (<strong>smykovou sílu</strong>) na 4 možné případy porušení kotvy nebo betonového bloku (a, b, c, d) a další dva pro vyztužené patky (e, f).&nbsp;</p>\n<p>Na obrázku níže je <strong>schématicky</strong> znázorněno, jaký typ porušení můžete posoudit pomocí aplikace Connection a také jaké chování lze použitím železobetonu, a tedy i analýzou v 3D Detailu, pokrýt.&nbsp;IDEA StatiCa Connection používá empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.2) <strong>pro návrh kotev </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM).</strong></a> Všechny typy poruch způsobených smykovou silou jsou pokryty v aplikaci Connection. &nbsp;</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>Opět je třeba zdůraznit, že je vyžadován pouze železobeton.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<h4>a) Porušení oceli kotvy, síla bez ramene</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla nepůsobí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>V Detailu jsou kotvy opět posuzovány dle vybraného eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1. U starších verzí uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>b) Porušení oceli kotvy, síla na rameni</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla působí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>Výše uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>c) Vylomení betonu</h4>\n<p>Vylomení betonu smykem zatížených kotev se ověřuje pouze v Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>Smyková únosnost betonu zatíženého třením na styký s patním plechem se pak posuzuje v aplikaci 3D Detail.&nbsp;</p>\n<h4>d) Porušení okraje betonu</h4>\n<p>Porušení okraje betonu u kotvy zatížené smykem se v aplikaci Connection ověřuje pouze pro prostý beton. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Porušení okraje betonu vyztuženého bloku vlivem působení smykové síly lze v aplikaci 3D Detail posoudit.</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených základů je vyžadováno posouzení přídavné výztuže. Porušení výztuže oceli a kotvení je součástí posouzení výztuže v IDEA StatiCa 3D Detail.&nbsp;</p>\n<p><strong>e) Porušení oceli přídavné výztuže</strong></p>\n<p><strong>f) Porušení kotvení přídavné výztuže</strong></p>\n<h2>Závěr</h2>\n<p>Nejvýznamnější výhodu použití aplikace 3D Detail lze nalézt v případech, kdy pro dané zatížení nevyhovuje prostý beton, je nutné zohlednit přídavnou výztuž nebo při posudcích vzájemně se ovlivňujících skupin kotev, které nejsou normou spotihnuty. Všimněte si, že kotvy a smykové zarážky je třeba i nadále posuzovat v aplikaci Connection, ale společně tyto dva softwarové nástroje poskytují komplexní řešení.</p>\n<p>Vzhledem ke způsobu a způsobu provedení aplikace <strong>je 3D Detail vhodný pouze pro vyztužené základy.</strong>&nbsp;</p>\n<p><br>\n</p>"
                                                                  },
                                                                  "regions": {
                                                                    "name": "Region",
                                                                    "type": "taxonomy",
                                                                    "value": [
                                                                      {
                                                                        "name": "CZ/SK",
                                                                        "codename": "cz_sk"
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                                                                    ],
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                                                                            "value": "<p>V IDEA StatiCa Connection lze modelovat a posoudit kotvení v betonovém bloku. Někdy může být užitečné nebo dokonce nezbytné betonový blok vyztužit. Tato funkce bohužel v aplikaci Connection není k dispozici.&nbsp;</p>\n<p>S rozvojem <strong>3D Detailu (BETA),</strong> zaměřeného na kotvení do betonových bloků a analýzu jak kotvících prvků, tak samotného betonového bloku, však máme řešení. Mimo to je vytvořeno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c234ef5c-995b-428f-86c3-828974d8c89e/import3.png\" data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu, mohou pouhým kliknutím na tlačítko importovat svůj model z aplikace Connection do pokročilého 3D Detailu (BETA).</strong></p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export z aplikace Connection je povolen pouze pro třídu Kotvení. Pokud v modelu není žádný betonový blok, tlačítko Detail na kartě Export je deaktivováno.</li>\n  <li>Model v aplikaci Connection je potřeba spočítat. Pokud nejsou k dispozici výsledky, ikona exportu je deaktivována s popiskem: \"Nejprve musíte spočítat svůj model.\"</li>\n  <li>Po výpočtu modelu kotvení je tlačítko exportu povoleno.&nbsp;</li>\n</ul>\n<h3>Jak exportovat kotvení z aplikace Connection do 3D Detailu?</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a model nechte spočítat.</p>\n<figure data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77ac3bc7-d6eb-48cd-8ab6-9f0bd64e385a/import1.png\" data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" alt=\"\"></figure>\n<p>Pokud jsou výsledky k dispozici, export je povolen. Kliknutím na tlačítko \"Detail\" na kartě Export se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru v 3D Detailu.</p>\n<figure data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75b2b536-c7f4-42d2-a89c-2d873b58ef40/import2.png\" data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\" alt=\"\"></figure>\n<p>Po úspěšném exportu se vytvoří projekt v 3D Detailu. <strong>Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do aplikace 3D Detail.</strong> Plošná podpora umístěná na spodním povrchu betonového bloku se vytvoří automaticky.</p>\n<figure data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb5a88a8-9c8a-43ee-97a5-f7c93e84e934/import5.png\" data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" alt=\"\"></figure>\n<p>Nejsložitější částí tohoto procesu je export zatížení. <strong>Pro každý spočtený účinek zatížení v aplikaci Connection se v 3D Detailu automaticky vytvoří příslušný zatěžovací stav a kombinace MSÚ.</strong></p>\n<figure data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f76c00-d18c-40da-9fe4-ccc31af3c6d6/import4.png\" data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" alt=\"\"></figure>\n<ul>\n  <li>Patní deska je zatížena <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>skupina sil.</strong></li>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatěžovány bodovým zatížením. Kotva přenáší pouze tlak a tah. Smyk se přenáší třením mezi betonovým blokem a patní deskou.&nbsp;</li>\n</ul>\n<p>Při importu modelu z aplikace Connection se zatížení vytvoří automaticky. Zatížení kotev je na scéně znázorněno dvojicí šipek v opačném směru.&nbsp;</p>\n<ul>\n  <li>Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy.&nbsp;</li>\n  <li>Druhá šipka představuje tlakovou sílu působící na patní desku.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Pro zatížení samotné patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky získané z modelu kotvení v aplikaci Connection.</p>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<p>Posledním krokem je přidat výztuž do betonového bloku a následně model vypočítat.&nbsp;</p>\n<p><em>Poznámka: Posouzení v 3D Detailu je v současnosti možné provést pouze podle evropských norem.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7837b25_d48e_01ed_b800_867da1b9516a\"></object>\n<p>Více o 3D Detailu jako řešení kotvení do betonu najdete v <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatném článku s poznámkou k vydání</a>.</p>\n<p>Jestliže vaše licence neobsahuje aplikaci Detail, využijte příležitosti a <a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\" data-new-window=\"true\" title=\"get the free Detail testing module\" target=\"_blank\" rel=\"noopener noreferrer\">získejte zdarma testovací modul Detailu</a> s plnou funkcionalitou.</p>\n<p>Vydáno v IDEA StatiCa verzi 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. 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Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. 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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e7a8da0_455f_0101_591f_bc545f1dceb8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n588522c9_7b99_01cd_1062_0fa36aa858bc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e9a272df_fe61_01a0_fb34_5b1e78353eae\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ecd19d3d_3a3e_01e5_a62e_8d47c5eb4bba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c68a16c2_29f5_0161_0f3e_b64dc9f5b683\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd49d225_437c_01fe_80a0_e244844e3de5\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released&nbsp;Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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                                                                                                    "name": "Region",
                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
                                                                                                      {
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                                                                                                        "codename": "cz_sk"
                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
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                                                                                                        "name": "Steel",
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                                                                                                      },
                                                                                                      {
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member design",
                                                                                                        "codename": "member_design"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Reinforced concrete",
                                                                                                        "codename": "reinforced_concrete"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Prestressed concrete",
                                                                                                        "codename": "prestressed_concrete"
                                                                                                      },
                                                                                                      {
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                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [],
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                                                                                                    "type": "taxonomy",
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                                                                                                        "codename": "connection"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 2D",
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member",
                                                                                                        "codename": "member"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Checkbot",
                                                                                                        "codename": "checkbot"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Viewer",
                                                                                                        "codename": "viewer"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "RCS",
                                                                                                        "codename": "rcs"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "IDEA Open Model (API)",
                                                                                                        "codename": "idea_open_model__api_"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "AISC (USA)",
                                                                                                        "codename": "aisc"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "EN (Eurocode)",
                                                                                                        "codename": "eurocode"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "BIM link",
                                                                                                        "codename": "bim_links"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Beam",
                                                                                                        "codename": "beam"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 3D",
                                                                                                        "codename": "detail_3d"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.0",
                                                                                                        "codename": "n23_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.1",
                                                                                                        "codename": "n23_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.0",
                                                                                                        "codename": "n24_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.1",
                                                                                                        "codename": "v24_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v25.0",
                                                                                                        "codename": "v25_0"
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                                                                                                    "type": "modular_content",
                                                                                                    "value": [
                                                                                                      "landing_page___downloads",
                                                                                                      "plugins"
                                                                                                    ],
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                                                                                                        "elements": {
                                                                                                          "title": {
                                                                                                            "name": "Main headline (H1)",
                                                                                                            "type": "text",
                                                                                                            "value": "Produkty ke stažení"
                                                                                                          },
                                                                                                          "subtitle": {
                                                                                                            "name": "Subtitle",
                                                                                                            "type": "text",
                                                                                                            "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                                                                                                          },
                                                                                                          "breadcrumbs_page_title": {
                                                                                                            "name": "Breadcrumbs page title",
                                                                                                            "type": "text",
                                                                                                            "value": ""
                                                                                                          },
                                                                                                          "breadcrumbs_parent": {
                                                                                                            "name": "Breadcrumbs parent",
                                                                                                            "type": "modular_content",
                                                                                                            "value": [],
                                                                                                            "linkedItems": []
                                                                                                          },
                                                                                                          "content": {
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                                                                                                              "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                                                                                                              "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                                                                                                              "untitled_content_item_ce63361",
                                                                                                              "test___collapsible_widget",
                                                                                                              "untitled_content_item_f3cd022"
                                                                                                            ],
                                                                                                            "linkedItems": [
                                                                                                              {
                                                                                                                "elements": {
                                                                                                                  "title": {
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                                                                                                                    "type": "text",
                                                                                                                    "value": "Aktuální verze"
                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                    "linkedItems": [],
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                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
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                                                                                                                      "untitled_content_item_8de7457"
                                                                                                                    ],
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                                                                                                                  "content_bottom": {
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                                                                                                                    "links": [
                                                                                                                      {
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                                                                                                                        "linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
                                                                                                                        "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                                                                                                        "type": "support_center_article"
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                                                                                                                      {
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                                                                                                                        "urlSlug": "opravene-chyby-v-patchich-idea-statica",
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                                                                                                                      {
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                                                                                                                    "name": "Description after",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
                                                                                                                  },
                                                                                                                  "translation__ai_translated": {
                                                                                                                    "name": "AI translated",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                },
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                                                                                                                  "collection": "default",
                                                                                                                  "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "language": "cs-CZ",
                                                                                                                  "lastModified": "2025-12-15T16:21:03.6402035Z",
                                                                                                                  "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "sitemapLocations": [],
                                                                                                                  "type": "widget_downloads_list",
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                                                                                                              {
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                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
                                                                                                                    "value": [
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                                                                                                                  },
                                                                                                                  "content_top": {
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                                                                                                                    "linkedItemCodenames": [],
                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                                                                                                                  },
                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
                                                                                                                    "type": "modular_content",
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                                                                                                                      "test___download_block",
                                                                                                                      "test___download_block_2",
                                                                                                                      "download___idea_statica_older_version_b__copy__dad1ff5",
                                                                                                                      "download___idea_statica_older_version_b__copy_"
                                                                                                                    ],
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                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "region"
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                                                                                                                    "name": "Translation Connector",
                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "languages"
                                                                                                                  },
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
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                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "translation__ai_translated": {
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                                                                                                                  "language": "cs-CZ",
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                                                                                                                  "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
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                                                                                                          },
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                                                                                                            "linkedItems": [],
                                                                                                            "links": [],
                                                                                                            "name": "Shared content",
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                                                                                                          "design": {
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                                                                                                          "metadata__page_title": {
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                                                                                                            "type": "text",
                                                                                                            "value": "Ke stažení"
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                                                                                                            "name": "Page description",
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                                                                                                        },
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                                                                                                          "language": "cs-CZ",
                                                                                                          "lastModified": "2025-12-15T16:21:03.6402035Z",
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                                                                                                          "sitemapLocations": [],
                                                                                                          "type": "landing_page",
                                                                                                          "workflowStep": "published",
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                                                                                                  },
                                                                                                  "attachments__files": {
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                                                                                                    "type": "asset",
                                                                                                    "value": []
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                                                                                                    "name": "Content priority value",
                                                                                                    "type": "number",
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                                                                                                  },
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                                                                                                    "name": "Options",
                                                                                                    "type": "multiple_choice",
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                                                                                                        "codename": "show_navigation"
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                                                                                                    "type": "custom",
                                                                                                    "value": "[\"opravene-chyby-v-patchich-idea-statica\",\"[autogenerated]\"]"
                                                                                                  },
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                                                                                                        "codename": "default"
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                                                                                                    ]
                                                                                                  },
                                                                                                  "content_settings__robots": {
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                                                                                                  },
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                                                                                                    "name": "Hidden nested content",
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                                                                                                  },
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                                                                                                    "type": "text",
                                                                                                    "value": "Opravené chyby v IDEA StatiCa"
                                                                                                  },
                                                                                                  "metadata__page_description": {
                                                                                                    "name": "Page description",
                                                                                                    "type": "text",
                                                                                                    "value": "Seznam vyřešených dotazů podle hlášení našich zákazníků. Nejedná se o kompletní seznam, ale o přehled hlavních vyřešených problémů. "
                                                                                                  },
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                                                                                                    "name": "Page keywords",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "name": "Canonical URL",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "type": "text",
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                                                                                    "value": "<p>IDEA StatiCa představuje Detail (<strong>3D Beta</strong>) pro řešení 3D úloh, jako je kotvení do betonových bloků. Toto řešení umožňuje provést posouzení bez přílišného zjednodušení a získat posudky na základě mezního stavu únosnosti (MSÚ).&nbsp;Metoda implementovaná v IDEA Statica Detail (<strong>3D Beta</strong>) je založena na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">již osvědčené metodě kompatibilního napěťového pole</a>, která byla upravena tak, aby byla schopna řešit 3D problémy (tříosé napětí). Také základní prvek je upraven do třetího rozměru. Základním prvkem představujícím beton je \"betonový blok\" a lze jej deformovat ve všech třech směrech. Abychom umožnili vytvořit komplexní model patek, implementovali jsme entity, jako je <strong>plošná podpora</strong>,<strong> patní deska, kotvy</strong> a <strong>další</strong>. Všechny tyto entity, stejně jako jejich funkčnost, jsou popsány v následujícím článku.</p>\n<h3>Betonový blok</h3>\n<p>Patky lze modelovat díky typu dílce nazvanému \"<strong>Betonový blok</strong>\", jehož geometrii lze definovat dvěma způsoby:</p>\n<ul>\n  <li><strong>Obdélníkový tvar</strong> – Tato možnost je vhodná pro definování patky s obdélníkovou základnou a konstantní výškou. Definování odsazení pro všechny strany bloku také umožňuje modelovat šikmé patky.</li>\n</ul>\n<figure data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d9cfe95-80ea-408c-8159-18deb52c0b4f/uls1.png\" data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" alt=\"\"></figure>\n<ul>\n  <li><strong>Polygonální základna s definovanou výškou</strong> – Druhou možností, jak definovat tvar patky, je definice základního tvaru jako obecného mnohoúhelníku. Není však možné vytvořit šikmou patku, jak je popsáno v předchozí možnosti.</li>\n</ul>\n<figure data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26742aa8-eec3-4d0e-bbeb-aa0577d162e3/uls2.png\" data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" alt=\"\"></figure>\n<h3>Plošné podpory</h3>\n<p>Plošné podepření je jediný možný typ podpory, který lze pro objemový model definovat. Existují dvě možnosti definice tvaru – může být definován buď pro <strong>celou plochu</strong>, nebo jako obecnou plochu, jejíž obrys je určen <strong>křivkou</strong>.</p>\n<figure data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3776949b-ff36-4da3-a846-d657d21c5e86/uls3.png\" data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" alt=\"\"></figure>\n<p>Výhodou plošného podepření je možnost <strong>definovat tuhost a nastavit nelineární chování</strong>, které simuluje kontakt s podložím. Podpory definované obecným tvarem (křivkou) lze použít k simulaci pilot.</p>\n<h3>Zařízení pro přenos zatížení</h3>\n<p>Speciálně pro kotvení byly vyvinuty dva prvky pro přenos zatížení:</p>\n<ul>\n  <li><strong>Patní deska</strong> – Tvar patní desky může být definován jako obdélník nebo obecná křivka. Patní desku lze modelovat s částí sloupu (volba \"Přenos zatížení – sloup\") nebo bez sloupu (volba \"Přenos zatížení – Síly\"). Je-li zvolena &nbsp;možnost \"Přenos zatížení – Síly\", zadefinované zatížení se aplikuje přímo na patní desku. Když je definován ocelový sloup (svým průřezem a délkou), zatížení se aplikuje na horní část sloupu a jeho tuhost pomáhá správně rozložit napětí na základovou desku.</li>\n</ul>\n<figure data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/35bb189e-a836-430d-9510-b31dae550eaf/uls5.png\" data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" alt=\"\"></figure>\n<figure data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25d2a21f-306c-45fc-9cd3-bf10f8a5e977/uls4.png\" data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" alt=\"\"></figure>\n<ul>\n  <li><strong>Jednoduchá kotva</strong> - Jednoduchá kotva je 1D prvek umožňující přenos osového zatížení. Kotva může být automaticky propojena s patní deskou nebo může být zatížena přímo bodovým zatížením*.</li>\n</ul>\n<figure data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be305cad-d537-4b18-9d4a-0b21ac2dc7dd/uls6.png\" data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" alt=\"\"></figure>\n<p>*<em>V BETA verzi platí několik omezení pro kotvy.&nbsp;</em></p>\n<p><em>Kotva přenáší pouze tlak a tah. Smyk, pokud je importován z přípoje, je přenášen třením mezi betonovým blokem a patní deskou. Na kotvu lze působit pouze osovou silou.&nbsp;</em></p>\n<h3>Zatížení</h3>\n<p>Pro snadné použití bylo nezbytné přidat <strong>skupinu sil </strong>a<strong> plošné zatížení</strong>. Celkem podporujeme tři typy zatížení:</p>\n<figure data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7f332b0-8e2c-491c-b533-15d9bb470c81/uls7.png\" data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" alt=\"\"></figure>\n<ul>\n  <li><strong>Plošná zatížení</strong> – Plošné zatížení lze aplikovat na jakýkoli betonový povrch. Může být aplikován na celou plochu nebo jen na její část na určitou plochu, která je určena jejím obrysem (křivkou).</li>\n  <li><strong>Bodové zatížení</strong></li>\n  <li><strong>Skupina sil </strong>– Skupina sil je entita, která definuje několik bodových zatížení působících jako skupina. Může být aplikován na základovou desku nebo na betonový povrch. Tento typ zatížení lze použít k simulaci sil ve svarech, které přenášejí napětí ze sloupu na patní desku.</li>\n</ul>\n<figure data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/280c19c8-1a3a-434b-92b8-a780f5124d54/uls8.png\" data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" alt=\"\"></figure>\n<h3>Výztuž</h3>\n<p>Byl vyvinut nový typ výztuže, který umožňuje dostatečné vyztužení základové patky. <strong>Skupina vložek </strong>poskytuje několik možností pro definici výztuží:</p>\n<ul>\n  <li><strong>Dvěma body</strong></li>\n  <li><strong>Na hraně povrchu</strong> – vytvoří se vrstva výztuže rovnoběžně s vybranou plochou. Uživatel definuje několik vložek ve vrstvě a počet vrstev rovnoběžných s vybraným povrchem.</li>\n</ul>\n<figure data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8f99525-ef19-4b49-83bc-0699c8c0ac29/uls9.png\" data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na hraně povrchu nebo více hranách</strong> – Na hraně povrchu nebo více hran umožňuje modelování vrstev výztuže se složitým tvarem (rovinná křivka vztažená k libovolnému betonovému povrchu). Vrstva je tedy určena pouze jednou výztuží. Lze však definovat několik rovnoběžných vrstev. Krytí betonu lze definovat nezávisle pro každou hranu. Toto je nejlepší možnost modelování třmínků.</li>\n</ul>\n<figure data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fc0e39dc-7395-4e04-9158-f467a646ce10/uls10.png\" data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na křivce</strong> (polylinii)</li>\n</ul>\n<h3>Výsledky</h3>\n<p>Na kartě výsledků najdete tři základní posouzení v souladu s MSÚ (mezní stav únosnosti).</p>\n<figure data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ca7c99b-d48b-4fb1-ac4b-26b81fb37878/sigmac.png\" data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" alt=\"\"></figure>\n<p>Výsledky napětí a přetvoření v betonu a výztuži jsou uvedeny v části <strong>\"Pevnost</strong>\". Napětí v kotevní oblasti a související hodnoty jsou uvedeny v posudku \"<strong>Kotvení</strong>\". Hodnota nelineární deformace je uvedena v posudku \"<strong>Pomocné</strong>\".</p>\n<figure data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0bdb063-b247-4317-82d0-cbe7d9f58118/deformation.png\" data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" alt=\"\"></figure>\n<p>*<em>Vezměte prosím na vědomí, že beta verze kódu ACI je v současné době nedostupná.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>IDEA StatiCa Detail (<strong>3D Beta</strong>) je řešení, které lze použít pro posouzení a analýzu stěn zatížených z roviny a pro modely skládající se ze stěn různých tlouštěk. Řešení představuje ideální kompromis mezi přesným řešením pomocí nelineárních metod na jednoduše vytvořeném modelu a časem výpočtu.</p>\n<h3>Návrh</h3>\n<p>3D Detail vychází z ověřeného a otestovaného 2D Detailu. Jedná se stále o stejné uživatelské prostředí, kde je většina entit zachována tak, aby byla práce s aplikací co nejjednodušší.</p>\n<figure data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03e1f7c8-acb1-4c7a-a58e-32f9cc1fc85c/wall3dbeta.png\" data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" alt=\"\"></figure>\n<p>Uživatel může i nadále modelovat více prvků stěny pomocí šablony nebo importovat geometrii ze souboru .dxf. Kromě toho může ve 3D prostředí nastavit excentricitu stěny \"e<sub>y</sub>\" a také modelovat stěny různých tlouštěk.</p>\n<figure data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f27c8b62-8bfb-4575-8c4b-3a4055b5c481/wall%203D_1.png\" data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" alt=\"\"></figure>\n<p>Výztuž je definována v rovině, podobně jako ve 2D Detailu. Došlo však k vylepšení v definování polohy rozložení výztuže nad tloušťkou stěny.</p>\n<p><strong>Výztuž není možné definovat kolmo k rovině stěny (třmínky).</strong></p>\n<h3>Metoda</h3>\n<p>Přístup použitý v IDEA Statica Detail (3D Beta) je založen na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">osvědčené metodě kompatibilního napěťového pole (CSFM),</a> která je přizpůsobena speciálně pro řešení 3D úloh.</p>\n<p>Pro zkrácení doby výpočtu se na konstrukci stěny aplikuje speciální síť konečných prvků. Ortotropní betonový materiál stěny má rovněž definovanou pevnost v tahu (smyku) ve směru kolmém k rovině stěny. Tato vlastnost umožňuje výpočet modelu stěny bez smykové výztuže.</p>\n<figure data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31c17617-11ed-436f-b934-a650ba6619c3/wall%203d.png\" data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" alt=\"\"></figure>\n<p><strong>To platí pouze pro výpočet stěn.</strong> U <strong>řešení základových patek</strong> není možné přenášet tahové napětí do betonu a veškeré tahové napětí je tedy zachyceno výztuží (i v příčném směru). Pokud vás zajímá 3D detail pro řešení základové patky, pokračujte na <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatný článek s poznámkami k vydání</a>.</p>\n<h3>Výsledky</h3>\n<p>V sekci Výsledky uvidíte tři základní posudky, které jsou v souladu s <strong>kritérii MSÚ (mezní stav únosnosti).</strong></p>\n<figure data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e8d814fd-63b8-49a6-a916-8ce3fe0e644d/wall%20results1.png\" data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" alt=\"\"></figure>\n<p>Napětí a přetvoření související s betonem a výztuží jsou definovány v sekci <strong>\"Pevnost</strong>\". Napětí v soudržnosti a související veličiny jsou podrobně popsány v sekci \"<strong>Kotvení</strong>\". Kromě toho je nelineární deformace poskytnuta v rámci \"<strong>Pomocných</strong>\" výsledků posouzení.</p>\n<figure data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7a68442-dee4-4b88-b535-1eb99608d873/wall%20results2.png\" data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" alt=\"\"></figure>\n<p>K této beta verzi vám poskytujeme předběžný přístup, abyste si ji mohli sami vyzkoušet, zatímco budeme pokračovat v jejím testování v rámci našeho přísného ověřovacího procesu. Přístup k ní mají stávající uživatelé s nejnovější verzí a platným servisem. Pokud splňujete předpoklady, můžete požádat o bezplatný přístup kliknutím na ikonu Beta Detail na pásu karet aplikace Connection, která vás přesměruje na&nbsp;<a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\">tuto vtupní stránku</a>, kde vyplníte formulář, požádáte o připojení k programu Beta a získáte tak bezplatný přístup k 3D Detailu.</p>\n<p><em>Vezměte prosím na vědomí, že beta verze normy ACI je v současné době nedostupná.</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                                    "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                                                                                            "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                                                                                            "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                                                    "value": "<p>Podrobný popis všech voleb a jejich zadání naleznete v následujícím článku:&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Známá omezení&nbsp;</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj a nemůže nahradit inženýrský úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si následující omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do Detailu lze z Connection importovat pouze modely <strong>kotvené přes patní desku přímo uloženou na betonovém povrchu.</strong>&nbsp;</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detail</a></p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                              "[Circular Reference]"
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                                                            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - pokročilá analýza (pouze Eurokód)</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Měřicí nástroj v Connectionu</a></li>\n  <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek projektu a správa materiálů</a></li>\n  <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Vícenásobný výběr a vícenásobné úpravy v Connection</a></li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Rychlá odezva aplikace Connection</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/sprava-polozek-projektu-a-sprava-materialu#analyza-bouleni-pro-kazdou-polozku-projektu\">Výpočty vzpěru v backstage menu</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#Teoreticke-zaklady-v-protokolu-aktualizovany\">Teoretické základy v protokolu v italštině</a> a portugalštině</li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/jak-importovat-plech-z-dxf#Smooth-import-of-plate-shape-from-dxf\">Hladký import plechu z DXF</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\">Vylepšené šablony parametrického návrhu</a></li>\n  <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionální vylepšení</a></li>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Nástroje pro vícenásobnou správu v Checkbotu</a></li>\n  <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametry jsou užitečné pro každého</a></li>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS v nástroji Checkbot</a></li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot připraven pro velké projekty</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\">Export IFC soubouru z Checkbotu</a></li>\n  <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Pokročilé importy spojovacích prostředků z CAD nástrojů</a></li>\n  <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Podporované BIM propojení ve verzi 24.1</a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Nastavení projektu</a></li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Sdílené předvolby napříč aplikacemi</a></li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Jednotné přihlášení (Single sign-on)</a></li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Uživatelské rozhraní nástroje IDEA StatiCa Viewer</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\">Zprávy o využití licencí v uživatelském portálu</a></li>\n</ul>\n<h2>Kompletní seznam novinek k nové verzi</h2>\n<p>Níže si můžete stáhnout <strong>kompletní seznam novinek k verzi </strong>IDEA StatiCa 24.1 ve formátu PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ad5e308_2839_016c_3e2e_7e6aa7a0722d\"></object>"
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                                                                    "value": "<h2>Hlavní vylepšení verze 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n87117aca_4bef_016e_b153_ea18c9699a33\"></object>\n<h2>Posouzení betonových konstrukcí</h2>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail vychází v plné verzi</strong></a> a je připraven pro posouzení <strong>kotvení </strong>s ohledem na <strong>reálnou výztuž</strong> - řešte efektivně kotvení blízko okraje betonu a při velkých tahových silách v kotvách</li>\n  <li>Nová<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>analýza klopení</strong></a> v <strong>aplikaci Beam</strong> a <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>kombinace MSP v Detailu</strong></a> <strong>pro návrh prefabrikovaných dílců</strong>.</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Nové šablony pro 2D Detail</strong></a> &nbsp;- začněte modelovat během několika sekund.</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\"><strong>Parametrické šablony</strong></a> pro standardní nebo opakující se ocelové přípoje. Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                                                                            "value": "<p>Chcete vidět, jak nové <strong>parametrické šablony</strong> zcela nahradí výpočty v excelu? Nebo se chcete podívat jak funguje dlouho očekáváný <strong>nástroj pro měření </strong>v aplikaci Connection? To samozřejmě není všechno, mezi další novinky patří <strong>hromadný výběr</strong> operací, <strong>zrychlení</strong> a doplnění norem.&nbsp;</p>\n<figure data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6639882a-d68e-4ce6-b89e-230feb35f25d/measuring%20tool%200.png\" data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" alt=\"\"></figure>\n<p><strong>3D Detail</strong> je ověřený a připravený pro <strong>návrh kotvení</strong> ve 3D s přihlédnutím ke skutečné výztuži a my vám ukážeme, jak na to! Do aplikace <strong>Detail </strong>byly doplněny šablony pro nejačastější typy konstrukcí, abychom vám ušetřili čas. Ukážeme také, jak nově e efektivně posuzujeme <strong>klopení</strong> v aplikaci Beam. &nbsp;</p>\n<p><strong>Hromadný export IFC do libovolného CAD softwaru</strong> vylepšuje komunikaci s kolegy konstruktéry. Pokud používáte <strong>Hilti PROFIS Engineering</strong>, můžete začít efektivně používat Checkbot s jeho novým HILTI pluginem.&nbsp;</p>\n<p>Náš BIM tým samozřejmě taky nezahálel! <strong>Hromadný návrh a hromadné výpočty</strong> více přípojů zrychlí vaši práci. Díky novému <strong>seskupování podle geometrie a typologie</strong>, se návrh přípojů výrazně zrychluje.&nbsp;</p>\n<p>Všichni rádi sdílejí - Teams, WhatsApp nebo e-mail? Aplikace Viewer je posílena o <strong>sdílení modelů </strong>a <strong>správu odkazů</strong>. Pokud jste ještě neslyšeli o Connection Library, stiskněte <strong>ve Vieweru tlačítko CL</strong> a je to!&nbsp;</p>\n<p>A na závěr třešnička. Pro všechny aplikace jsme sjednotili <strong>nastavení projektu</strong>, abychom ušetřili váš čas.&nbsp;</p>\n<h3>Záznam webináře</h3>"
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                                                            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. Pro hlubší pochopení metody si přečtěte obsáhlé <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické pozadí</a>, které obsahuje hlavní předpoklady, popis materiálového modelu a další.</p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h2>1 Nový projekt</h2>\n<p>Spusťte aplikaci <strong>IDEA StatiCa Connection</strong>. Vše začíná na kartě <strong>Ocel.</strong></p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Výchozí nastavení</strong> topologie kotvení ponechte dle šablony a vytvořte projekt.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Návrh</h2>\n<p>Po vytvoření přípoje z parametrické šablony musíme šablonu rozložit na jednotlivé operace, abychom mohli patku přesunout k okraji betonového bloku.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p><strong>Upravte </strong>operaci <strong>Patní deska</strong>, abyste dosáhli finálního tvaru excentricky zatíženého betonového bloku. <strong>Přenos smykové síly</strong> je nastaven na<strong> Tření</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<ul>\n  <li>Od vydání verze 24.1 je <strong>IDEA StatiCa Detail</strong> v plné verzi pro návrh kotvení ve 3D a s touto novou verzí lze smyk přenášet přes kotvy, smykové zarážky a třením.</li>\n</ul>\n<p><strong>Zadejte vnitřní síly</strong> pro dvouose zatížené kotvení. Ohybové momenty způsobují &nbsp;tlakové napětí ve spáře mezi patní deskou a betonem směrem ke středu základu. Kotvy u okraje betonu jsou tažené. Ve výchozím nastavení se předpokládá <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">potrhaný beton</a>.&nbsp;</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Posudek</h2>\n<p><strong>Přesuňte se</strong> na kartu<strong> Posudek</strong>. Posouzení podle normy prokázalo nevyhovující návrh kotev.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Podívejte se na možné způsoby porušení v tahu, smyku a vzájemné interakci dle <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">normy EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Projděte si posudek kotvení</strong>. <strong>Tím získáte informace o posudcích podle normy, které je třeba provést ručně nebo pomocí jiných metod</strong>, protože v IDEA StatiCa Connection nejsou zahrnuty. Abyste doplnili chybějící posudky, můžete využít například právě aplikaci IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Příčinou selhání <strong>Posudku Kotev </strong>je <strong>vytržení </strong>betonového kužele z prostého betonu. <strong>Toto nevyhovující posouzení lze snadno vyřešit v aplikaci IDEA StatiCa Detail, posouzením s uvažováním betonářské výztuže betonového bloku</strong>.&nbsp;</p>\n<h2>4 Export</h2>\n<p>Aplikace IDEA StatiCa Connection nyní obsahuje výkonné propojení<strong> BIM do Detailu</strong>, které umožňuje návrh a posouzení železobetonových bloků v různých tvarů.</p>\n<p>Předpoklady pro úspěšný export:</p>\n<ul>\n  <li>Model musí být<strong> předem spočítán</strong> a musí <strong>obsahovat výsledky</strong>.</li>\n</ul>\n<p>Vraťte se na kartu <strong>Posudek(1)-&gt;Posouzení železobetonu(2)-&gt;Uložit(3).</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Export je možný pouze pro třídu Kotvení. Export umožňuje přenos:</p>\n<ul>\n  <li><strong>Betonového bloku</strong></li>\n  <li><strong>Kotev</strong></li>\n  <li><strong>Patní desky</strong></li>\n  <li><strong>Zatížení</strong></li>\n</ul>\n<p>Další informace a parametry, které se nastavují podle odpovídajících nastavení v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (prostřednictvím kotev, smykových zarážek nebo třením)&nbsp;</li>\n  <li>Materiály</li>\n  <li>Typ kotev: lepené/na místě zabetonované</li>\n  <li>Koncová úprava kotev: přímá/hák/podložka</li>\n  <li>Koeficient tření</li>\n</ul>\n<h2>5 Návrh</h2>\n<p>V této části můžete upravovat prvky, podpory, zatížení a kombinace a sestavy výztuže.</p>\n<h3>Podpory</h3>\n<p>Podloží má určitou tuhost, kterou je třeba zohlednit pro přesnost výpočtu. <strong>Plošná podpora</strong> umožňuje zohlednit tuhost ve všech třech směrech a ve výchozím, importovaném nastavení <strong>působí pouze v tlaku</strong>.</p>\n<p>Při definování okrajových podmínek buďte opatrní. Pokud jsou ohybové momenty tak vysoké, že dochází k překlopení betonového bloku, nelineární podpora nepřenese během analýzy tahové síly v základové spáře. Dojde k velkým posunům (rotaci bloku) a analýza se zastaví z důvodu divergence. Tahy v základové spáře je pak nutné zachytit betonářskou výztuží pokračující do podpory a podporu nastavit jako působící na tah i tlak. V našem případě k překlopení patky od daného zatížení nedochází a není třeba provádět další úpravy modelu.</p>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Zařízení pro přenos</h3>\n<p>Kotvy jsou převzaty z &nbsp;IDEA StatiCa Connection se všemi zadanými vlastnostmi.&nbsp;</p>\n<p>V aplikaci Detail lze vybrat dva typy kotev.&nbsp;</p>\n<p>Kotvy <strong>na místě zabetonované</strong>:</p>\n<ul>\n  <li>Předem zabetonované kotvy se stejnými vlastnostmi soudržnosti jako betonářská výztuž stanovené dle EC.</li>\n</ul>\n<p>Dodatečně instalované &nbsp;- <strong>chemické kotvy</strong>:</p>\n<ul>\n  <li>Dodatečně instalované (chemické kotvy) s možností <strong>zadání návrhové hodnoty mezní pevnosti v soudržnosti </strong>výztuže a betonu (pevnost vazby).</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Dbejte na správné nastavení <strong>Vzájemného propojení s kotevní deskou</strong>. V případě importu kotvení z aplikace Connection bude Přenos osových sil vypnutý. Důvodem je to, že kotvy jsou přímo zatíženy osovými silami stanovenými výpočtem v aplikaci Connection a tím je zachována integrita mezi oběma aplikacemi. Přenos smyku bude po importu zapnutý. V našem případě ale máme přenos smykových sil nastaven u patní desky na tření. Což je nadřazené a smyk kotvami přenesen nebude. Více si o tom můžete přečíst <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">zde</a>.</p>\n<p>Pokud byste v aplikaci Detail navrhli<a data-item-id=\"9fa87fa6-bc1c-4bc5-85a5-26d7275921db\" href=\"\"> kotvení od začátku</a>, obě možnosti by byly ZAPNUTO. V případě přenosu smyku pouze kotvami (ne třením nebo smykovou zarážkou) je potřeba rozhodnout, které kotvy budou smyk přenášet a dle toho nastavit propojení s kotevní deskou. Tato možnost je v souladu s EC, který předepisuje, že smyk by měl být přisouzen pouze kotvám, které jsou účinné pro posouzení porušení okraje betonu.</p>\n<h3>Vyztužení</h3>\n<p>Nastavte krytí, které bude použito jako výchozí při zadávání výztuže, na 40 mm.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Zvolte <strong>Sestava výztuže(1)--&gt;Skupina vložek 3D(2) </strong>a zadajte <strong>Průměr</strong>, <strong>Vlastnosti</strong> a <strong>Geometrie(3</strong>).</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch.</strong> Všechny ostatní možnosti zůstanou zachovány.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch </strong>a další vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Zatížení a kombinace</h3>\n<p>Zatížení je importováno z aplikace IDEA StatiCa Connection tak, aby byla zachována integrita mezi oběma aplikacemi. Všechny důsledky importu jsou podrobně uvedeny v článku&nbsp;<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do Detailu</a>.&nbsp;</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Kontrola</h2>\n<p><strong>Před spuštěním výpočtu</strong> doporučujeme <strong>změnit násobek výchozí velikosti sítě</strong> na 2 nebo 3, aby se urychlil výpočet. Tento krok není povinný, ale může zkrátit výpočetní čas a pomoci odhalit případné problémy s divergencí. <strong>Pokud vše funguje hladce a nevyskytnou se žádné problémy, můžete přepnout zpět na součinitel sítě jedna</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h3>Výsledky</h3>\n<h4>Ekvivalentní hlavní napětí</h4>\n<p><strong>Ekvivalentní hlavní napětí (EPS)</strong> v betonu se určuje na základě objemového chování betonového bloku. Jsou identifikovány a zvýrazněny oblasti, které jsou vystaveny největšímu namáhání. Aby bylo možné získat představu o trojosé napjatosti na rozdíl od jednoosého tlaku, vypočítá se ekvivalentní napětí pomocí součinitele kappa. 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Síly v kotvách se mohou mírně lišit v důsledku rozdílného přístupu k výpočtu betonového bloku. Rozdíly však dosahují zanedbatelných hodnot.&nbsp;</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h4>Deformace</h4>\n<p>Přesuňte se na <strong>Pomocné</strong> a zapněte <strong>Deformace</strong>.</p>\n<p>Pro MSÚ není nutné provádět kontrolu deformace, ale doporučuje se zkontrolovat deformaci po analýze, abyste se ujistili, že nedochází k velké deformaci modelu, velké rotaci nebo poškození konečných prvků. Deformace poskytne přehled o výsledcích analýzy a pomůže identifikovat případné problémy, které mohly vzniknout během analýzy.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Protokol</h2>\n<p>Nakonec přejděte k <strong>náhledu/tisku protokolu</strong>. Aplikace IDEA StatiCa nabízí plně přizpůsobitelný report, který lze vytisknout nebo uložit v editovatelném formátu.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Posoudili jste celý návrh kotvení pomocí norem EN 1993-1-8 a EN 1992-4. 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                            "value": "<h4>Zatížení</h4>\n<p>Zatěžovací stavy lze definovat stejným způsobem jako u 2D železobetonových prvků. To znamená, že každému zatěžovacímu stavu lze přiřadit buď typ zatížení Stálé nebo Proměnné. Stálé zatěžovací stavy se aplikují na model jako první, po úspěšném výpočtu se aplikují Proměnné zatěžovací stavy.</p>\n<p><strong>Typy zatěžovacích impulsů</strong></p>\n<p>Do každého zatěžovacího stavu lze přidat celkem 4 typy zatěžovacích impulsů.</p>\n<figure data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a74896fa-8195-4964-af34-54c00dc063e1/3D%20Detail%20in%2024.1_12.png\" data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" alt=\"\"></figure>\n<p>Definice <strong>Plošných zatížení</strong> je identická s definicí Plošné podpory. To znamená, že je možné ji specifikovat dvěma způsoby - Celý povrch a Křivka. Zadává se intenzita zatížení ve třech obecných směrech.</p>\n<figure data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c74d25ca-9769-43ab-ada4-689cc6d37c8d/3D%20Detail%20in%2024.1_13.png\" data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" alt=\"\"></figure>\n<p><strong>Skupina sil</strong> je zatěžovací entita, která umožňuje specifikovat síly ve třech směrech kdekoli na modelu pomocí tabulky. Může být vztažena k patní desce nebo k povrchu betonového bloku. Pro tabulkový vstup je možné použít funkci kopírování/vkládání z tabulkového programu.</p>\n<figure data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ce5368-7855-4780-9b4e-81644c7f0efd/3D%20Detail%20in%2024.1_15.png\" data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" alt=\"\"></figure>\n<p><strong>Vlastní tíha</strong> by měla být zahrnuta v každém modelu. Například betonové základy zatížené ohybovým momentem se nebudou tak snadno převracet.</p>\n<p><strong>Bodová zatížení</strong> lze zadat přímo na patní desku se šesti vnitřními silami Fx, Fy, Fz, Mx, My a Mz v obecné poloze.&nbsp;</p>\n<figure data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51aa0fb3-02d6-43a9-af83-0bead2bfc5bd/3D%20Detail%20in%2024.1_14.png\" data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6de9dc19_866a_018d_71ee_d4cd1b08adca\"></object>\n<p>Aplikace této sady sil přímo na deformovatelnou patní desku o reálné tloušťce může vést k nerealistické redistribuci napětí napříč deskou, kotvami a betonem. Při zadávání bodových sil je proto vhodnější použít druhou možnost - sloup.</p>\n<p><strong>Sloup</strong></p>\n<p>Sloup představuje krátkou část ocelového prvku připojenou k patní desce. Je modelován ze<strong> skořepinových prvků </strong>při použití standardní databáze průřezů.</p>\n<figure data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c713daf-8284-43c3-9f27-7fa9bf3cf6aa/stub%20section.png\" data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" alt=\"\"></figure>\n<p><strong>6-složková sada vnitřních sil</strong> (síly a momenty) je aplikována v <strong>jediném bodě</strong> na konci sloupu - tj. ve styčníku.</p>\n<figure data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dac00a1-cae1-4b8a-ba9f-f69efe1685f4/stub%201.png\" data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\" alt=\"\"></figure>\n<p>Vazby <strong>přenášejí síly</strong> na <strong>horní plochu sloupu</strong>, odkud jsou přirozeně <strong>redistribuovány přes sloup</strong> do patní desky, kotev a betonu.</p>\n<figure data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b21d544-b060-4bb4-9a1f-cb7b33bc4b4b/stub%20forces.png\" data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" alt=\"\"></figure>\n<p>Tento přístup zachovává skutečnou tuhost mezi sloupem a deskou a eliminuje potřebu jakékoli ruční redistribuce nebo dodatečných předpokladů.</p>\n<p><em>Sloup je dostupný od verze 25.1.</em></p>\n<h4>Kombinace</h4>\n<p>Protože analýza v IDEA StatiCa Detail je nelineární, používají se takzvané nelineární kombinace. To znamená, že jednotlivé zatěžovací stavy se nepočítají a výsledky se pak nesčítají. Naopak, zatěžovací stavy stejného typu zatížení se sčítají před výpočtem, samozřejmě s příslušnými součiniteli definovanými v kombinacích, a teprve pak se analyzují účinky jednotlivých kombinací. Proto je existence alespoň jedné kombinace předpokladem pro spuštění výpočtu.</p>\n<p>Zatím lze definovat pouze kombinace pro ULS.</p>\n<figure data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d078ad21-98af-4d98-880f-39cae23b551e/3D%20Detail%20in%2024.1_16.png\" data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" alt=\"\"></figure>"
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                            "value": "<h3>Výztuž</h3>\n<p>Model může být vyztužen pomocí <strong>Skupiny vložek 3D</strong>. Tento typ výztuže obsahuje mnoho možností, které si projdeme v následujícím textu. Lze specifikovat 4 typy definic tvaru tyče:</p>\n<ul>\n  <li>Dvěma body</li>\n  <li>Na hraně povrchu</li>\n  <li>Na hraně povrchu na více hranách</li>\n  <li>Na polylinii</li>\n</ul>\n<p>U každého z těchto typů zadání lze specifikovat průměr a materiál včetně způsobu kotvení na začátku a na konci výztuže.</p>\n<p>Definice tvaru výztuže <strong>Dvěma</strong> <strong>body</strong> je zřejmá. Je třeba zadat dvě sady kartézských souřadnic X, Y, Z.</p>\n<figure data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/44d21a6b-2337-42f2-9269-6d462978d252/3D%20Detail%20in%2024.1_17.png\" data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" alt=\"\"></figure>\n<p>Definice <strong>Na hraně povrchu</strong> nabízí mnoho ovládacích prvků pro umístění výztuže do požadované pozice. Výztuž můžete zadávat ve více vrstvách s více pruty v jedné vrstvě, se zadanými vzdálenostmi mezi pruty v rámci vrstvy a mezi jednotlivými vrstvami. Samozřejmě je také nutné specifikovat referenční povrch a hranu. Dále je třeba zadat tloušťku \"Krytí povrchu\", vzhledem k referenčnímu povrchu (od povrchu [1] na obrázku níže). A dále Krytí hrany, které definuje vzdálenost vložek od bočních povrchů (od povrchů [4], [5] a [2] na obrázku níže). Krytí lze zadat jako \"Z Nastavení\" nebo \"Uživatelská hodnota\". Výchozí hodnota krytí (Z Nastavení) pro aktivní položku projektu se nachází v první položce stromu (ve výchozím nastavení nazývané DRM1), což bylo definováno na začátku tohoto článku. Krytí hrany lze nastavit jako jedinečnou hodnotu pro každou skupinu vložek.</p>\n<figure data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3049c8df-96cb-45b4-a358-563dff3b7a57/3D%20Detail%20in%2024.1_18.png\" data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" alt=\"\"></figure>\n<p>A konečně, pro tento typ zadání lze upravit pozici na hraně. Například, jak je znázorněno na obrázku níže, je možné určit výztuž tak, aby se uživatelem definované krytí hrany aplikovalo pouze na spodní plochu [5]. Boční povrchy jsou ovládány prodloužením začátku a konce.</p>\n<figure data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db466f5c-ac90-4f3c-b03d-973d71a6c08a/3D%20Detail%20in%2024.1_19.png\" data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" alt=\"\"></figure>\n<p>Dalším typem definice je <strong>Na povrchu na více hranách</strong>. Zde je možné zadat seznam hran nebo ploch, na které bude výztuž umístěna, spolu s výčtem tlouštěk krycích vrstev pro každou plochu, jak je znázorněno na následujícím obrázku.</p>\n<figure data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5663b6e-2ff9-4747-b43b-5890e78d8457/3D%20Detail%20in%2024.1_20.png\" data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" alt=\"\"></figure>\n<p>Krytí lze také specifikovat pomocí možnosti \"Z Nastavení\", stejně jako u předchozí. Opět je možné odsadit výztuž od referenčního povrchu pomocí \"Krytí povrchu\" a zadat počet a vzdálenost vrstev. Je také možné prodloužit nebo zkrátit konce od prvního a posledního okraje.</p>\n<figure data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/460353ff-98b8-4f6b-b634-d568076e73b6/3D%20Detail%20in%2024.1_21.png\" data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" alt=\"\"></figure>\n<p>Poslední způsob definování výztuže je <strong>Na polylinii</strong>. Stejně jako u výše zmíněných entit modelu lze výztuž zadat pomocí seznamu souřadnic zkopírovaných z tabulkového procesoru. V tomto případě je pro lepší orientaci navíc k dispozici 3D scéna se zobrazenou výztuží, která umožňuje pootáčení kolem dvou os.</p>\n<figure data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff3a99a5-1dff-4519-9ab7-13c4571673f2/3D%20Detail%20in%2024.1_22.png\" data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" alt=\"\"></figure>"
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                            "value": "<h3>Výsledky</h3>\n<p>Zobrazení výsledků je velmi podobné jako u 2D Detailu. Existují však některé zásadní rozdíly, zejména pokud jde o výsledky v betonu. V následující části si projdeme všechny dostupné výsledky a zaměříme se na zmíněné rozdíly. Na záložce Posouzení můžete zobrazit celkem 4 typy výsledků:</p>\n<ul>\n  <li>Souhrn</li>\n  <li>Pevnost</li>\n  <li>Kotvení</li>\n  <li>Pomocný</li>\n</ul>\n<p>Tok napětí v <strong>Souhrnu</strong> vám ukáže vektory hlavních napětí v tlaku v betonu a využití výztuže, aby vám poskytl základní přehled.</p>\n<figure data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/de183739-e602-4d2d-9a44-250b17fae9d1/3D%20Detail%20in%2024.1_25.png\" data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\" alt=\"\"></figure>\n<p>V posouzení <strong>Pevnosti </strong>lze zobrazit intenzity napětí a přetvoření pro výztuž a beton. Na horním pásu karet můžete určit, co se zobrazí. Je také možné zobrazit poměry <em>σ</em><em><sub>c,eq</sub></em><em>/σ</em><em><sub>lim</sub></em> a <em>ε/ε</em><em><sub>lim</sub></em><sub> </sub>, stejně jako plastické přetvoření, úroveň tříosé napjatosti <em>σ</em><em><sub>c3</sub></em><em>/σ</em><em><sub>lim</sub></em> a směr hlavních napětí v betonu. Všechny výsledky v části Pevnost se vztahují k meznímu stavu únosnosti.</p>\n<figure data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7d0e2c6-d03c-4716-88fc-74df1141a075/3D%20Detail%20in%2024.1_26.png\" data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" alt=\"\"></figure>\n<p>Materiály lze přepínat ve vlastnostech.&nbsp;</p>\n<figure data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/414b4dc0-2f7d-4cc7-97ec-81ad3beabf6b/3D%20Detail%20in%2024.1_27.png\" data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" alt=\"\"></figure>\n<p>Můžete si všimnout, že těsně pod tlačenou patní deskou je beton namáhán trojosým tlakem (hydrostatický tlak) a ekvivalentní hlavní napětí <em>σ</em><em><sub>c,eq</sub></em> je zde nulové. Přečtěte si prosím <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické základy</a>, kde je definováno napětí <em>σ</em><em><sub>c,eq</sub></em>. Nebo si můžete projít tento ověřovací článek, kde je tento jev vysvětlen a ověřen pomocí známého tri-axiálního testu.</p>\n<ul>\n  <li><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tříosé napětí – aktivní efekt omezení</strong></a></li>\n</ul>\n<p>Posudek <strong>Kotvení </strong>poskytuje informace o napětí ve spoji a celkové síle působící na výztuž a kotvy.</p>\n<figure data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d55d6e1a-a2fd-4d0b-952b-45f2d843dd87/3D%20Detail%20in%2024.1_31.png\" data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" alt=\"\"></figure>\n<p>V neposlední řadě si můžete v aplikaci prohlédnout <strong>Pomocné </strong>výsledky - hodnoty deformace, stupně vyztužení a tenzorové hodnoty betonu. První položka <strong>Deformace</strong> zobrazuje převýšené deformace nelineárního modelu MSÚ.</p>\n<figure data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dfe1125a-b913-44a9-a3c8-b9f9cf07771f/3D%20Detail%20in%2024.1_32.png\" data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" alt=\"\"></figure>\n<p><strong>Stupeň vyztužení</strong> zobrazuje hodnoty použité pro výpočet efektu Tahového ztužení (tension stiffening).</p>\n<figure data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d4c684-9763-4ef8-be1f-4640190d2f42/3D%20Detail%20in%2024.1_33.png\" data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" alt=\"\"></figure>\n<p>Tenzorové hodnoty v betonu umožňují zobrazit intenzity hlavních napětí v betonu a jejich směr.&nbsp;</p>\n<figure data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36dd29bb-58c1-4757-a5de-af9855d4b89d/3D%20Detail%20in%2024.1_34.png\" data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" alt=\"\"></figure>\n<p>Lze také použít rovinné řezy betonovým blokem pro zobrazení výsledků.</p>\n<figure data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6e196536-83ed-4dc9-a1f8-1d8c4e1d2bb4/3D%20Detail%20in%2024.1_35.png\" data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" alt=\"\"></figure>"
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                                    "value": "<p>Dalo by se říct: \"Prostě navrhněte to, co nám norma výslovně dovoluje.\" Ale takhle to prostě nefunguje, často musíme navrhovat kotvení ve stísněných podmínkách nebo atypy vyplývající z architektonických a jiných požadavků. A tak <strong>kotvení</strong>, která jsou \"na hraně\" (obrazně) vidíme všude kolem nás. Některá kotvení jsou přesně vypočítána a ověřena pokročilejšími metodami (i když to může trvat příliš dlouho). Mnoho případů však pravděpodobně nebylo posouzeno tak důkladně, jak by si zasloužilo. </p>\n<p>IDEA StatiCa již nějakou dobu mění a posouvá vpřed návrh ocelových přípojů, ocelových a betonových prvků a betonových detailů. Nejde jen o zjednodušení zavedených postupů, ale především o inovativní metody, které nám umožňují navrhovat dříve nemyslitelné. Náš nejnovější počin<a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">, vydání<strong> </strong>IDEA StatiCa Detail pro 3D</a>, opět rozšiřuje možnosti navrhování o kousek dál.</p>\n<p>Možná navrhujete kotvení často a chcete návrh zrychlit nebo se spoléháte na zkušenost, ale rádi byste si váš návrh ověřili. V obou případech je tenhle článek určený pro vás.</p>\n<h2>Nové možnosti</h2>\n<p>Pokud se zabýváte kotvením konstrukcí, pravděpodobně vás napadne několik případů, které vám daly zabrat. Zde je několik příkladů, které jsme nedávno identifikovali jako velmi obtížně dosažitelné pomocí standardních postupů. S pomocí našich nástrojů <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> a IDEA StatiCa Detail je však možné je navrhovat v relativně rozumném čase.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Obrázek 1: Vícenásobné kotvení do jednoho betonového bloku</em></p>\n<ul>\n  <li><strong>Kotvení blízko okraje</strong> – Kotvení blízko okraje je téměř nemožné navrhnout bez vyztužení z důvodu selhání betonu (vytržení nebo vylomení kužele a další). Posouzení kotvení do železobetonu je samo o sobě pracné – více podrobností naleznete v tomto článku: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>S návrhem kotvení se již nemusíte trápit</em></a>. Detail (a jeho 3D model) je určen právě pro takové případy, kdy je třeba zohlednit výztuž. Přidáním výztuže můžeme zabránit mechanismům porušení, které by se jinak u prostého betonu vyskytly.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Obrázek 2: Příklady kotvení v blízkosti hrany v aplikaci Connection (včetně ocelových prvků) a Detail (včetně výztuže)</em></p>\n<ul>\n  <li><strong>Více kotevních prvků blízko sebe</strong> – Problém, který máme s několika kotevními prvky blízko u sebe, spočívá v tom, že výtrhové kužely se vzájemně ovlivňují. Žádný návod, jak toto posuzovat neexistuje. V běžně používané literatuře, ať už EN nebo fib guide, najdeme víceméně jen určité podmínky a omezení. Jednoduše nám radí používat dostatečnou vzájemnou vzdálenost, která nám umožňují individuálně posoudit kužely. Ale jakmile se do těchto podmínek nevejdeme, je postup nepoužitelný. Tento případ je také možné řešit aplikací <strong>Detail</strong>.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Obrázek 3: Vícenásobné kotvení do jedné stěny</em></p>\n<ul>\n  <li><strong>Vícenásobné kotvení obecně (například podpora technologického mostu na společném základu)</strong> – Typická situace způsobená zatížením větrem, kdy je jeden sloup příhradové podpěry zatížen tahem a druhý tlakem. Dochází ke vzájemné interakci mezi betonovým kuželem ze skupiny tahových kotev a tlakovým zatížením z druhého sloupu. Pro takový případ Eurokód nenabízí uspokojivé analytické řešení, a to nejen proto, že je ze své podstaty nutné vyztužit betonové základy, takže je nutné použít pokročilejší analýzu, jako je Detail a jeho 3D CSFM.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Obrázek 4: Kotvení potrubního mostu, návrh </em><a href=\"http://www.fevia.cz/\">společnosti FEVIA s.r.o</a></p>\n<ul>\n  <li><strong>Zohlednění stávající výztuže při rekonstrukcích</strong> – Jakékoli rekonstrukce nebo rozšíření mohou být dalším zajímavým příkladem použití kotvení v Detailu, protože v ideálním případě je zahrnuta stávající výztuž.&nbsp;</li>\n</ul>\n<h2>Problémy, které vznikají</h2>\n<p>Shrňme si to:</p>\n<p>Eurokód specifikuje mechanismy porušení pro tah i smyk, pro kotvy a beton:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Obrázek 5: Schéma způsobů&nbsp;porušení –&nbsp;</em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Příručka pro návrh spojů ocel-beton II</em></a></p>\n<p>Norma EN 1992-4 je speciálně určena pro podrobné posouzení <strong>prostého betonu</strong>. Většině těchto porušení betonu lze předejít přidáním výztuže, která je v některých případech dokonce nutná (viz příklady výše). Norma nám však již nedává jasný návod, jak se s tím vypořádat.&nbsp;</p>\n<p>Další problém nastává při vzájemné interakci betonových kuželů – Eurokód a další literatura (<em>fib bulletin 58</em>) uvádějí pouze podmínky, kdy a jak lze tyto kužely posuzovat samostatně.&nbsp;</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Obrázek 6: CEB-FIB: Bulletin 58 – Navrhování kotvení do betonu (2011), kap. 1.2</em></p>\n<p>Víme, jaké problémy se mohou při návrhu vyskytnout, ale co s tím? Navrhnout kotvení pohledem z okna...&nbsp;</p>\n<p>... nebo najít jiné řešení?&nbsp;</p>\n<h2>Řešení&nbsp;</h2>\n<p>Detail dokáže výše uvedené případy vyřešit velmi efektivně. Umožňuje posoudit<strong> vliv výztuže</strong> na únosnost a také umožňuje posoudit<strong> případy, na které se norma nevztahuje</strong>. V kombinaci s aplikací Connection je pak možné získat komplexní standardní posudky pro všechny typy porušení. &nbsp;</p>\n<p>O obou aplikacích již bylo napsáno mnoho, ale určitě neuškodí přidat krátké srovnání a pár zdrojů pro hlubší pochopení těchto metod:&nbsp;</p>\n<ul>\n  <li><strong>IDEA StatiCa Connection</strong> – zaměřeno na posouzení ocelových přípojů, včetně kotvení do betonu. Kotvy jsou posuzovány <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">podle empirických vzorců</a> v souladu s normou. Betonový blok je modelován <em>Winklerovým podložím</em>, takže možné posouzení je <strong>pouze pro prostý beton.</strong></li>\n  <li><strong>IDEA StatiCa Detail</strong> – Model v Detailu je konečně prvkový, a to včetně výztuže. Vzhledem k základnímu předpokladu, že veškeré napětí je přenášeno výztuží (v betonu je tah zanedbáván), je řešení vhodné pouze pro <strong>železobeton</strong>. Pomocí <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> získáme napětí betonu a výztuže/kotev, která jsou vyhodnocena mezními hodnotami z Eurokódu. Kromě toho získáme reálnou představu o chování konstrukce, jako jsou toky napětí a deformace. Metoda 3D CSFM zahrnuje účinky trojosé napjatosti. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Obrázek 4: Porovnání mezi aplikacemi Connection a Detail (vstup a modely)</em></p>\n<p>Jak již bylo řečeno, pro úplné posouzení je zapotřebí kombinace obojího. Pro efektivní práci je umožněn <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">import z Connectionu do Detailu</a>, včetně dalších parametrů a zatížení.&nbsp;</p>\n<p>Abyste pochopili metodu, můžete si přečíst <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>teoretické základy</em>.</a> Chcete-li se seznámit s funkcemi, více se dozvíte v našich <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>novinkách k verzi</em></a>.&nbsp;</p>\n<h2>Co budete dělat?</h2>\n<p>3D Detail (s CSFM) představuje významný krok vpřed, který umožňuje s jistotou navrhovat složitější případy kotvení. Bezpochyby je to nová technologie, ale stejně jako v případě Connection nám umožňuje dosáhnout více než kdykoli předtím – tak proč nevyužít její potenciál?&nbsp;&nbsp;</p>\n<p>V IDEA StatiCa vnímáme kotvení jako pouhý začátek. Je to první úloha, který jsme plně verifikovali, a jsme odhodláni ji v budoucnu rozšiřovat.&nbsp;</p>\n<p>Otázka pro vás je: Chcete být u toho?&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eebe599f_56ea_0126_c3d2_5aa5fef6c229\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e26310e0_94eb_0167_1d43_2c94c7d8c14e\"></object>"
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                                    "value": "<p>Ať už se jedná o omezený prostor pro <a data-item-id=\"59463c40-8535-5ff4-bbae-00bd91ef7bfa\" href=\"\">kotvení</a>, netradiční konstrukční uspořádání, kotvení v blízkosti okraje, potřebu kotvit do nepravidelných tvarů betonové konstrukce nebo požadavek staveniště na provedení předem zabetonovaných desek, tyto speciální případy vyžadují větší pozornost než typická řešení.</p>\n<h3>Jak vlastně stavební inženýři tyto situace řeší?</h3>\n<p>Pokud navrhujete dle normy, čekají vás ruční výpočty, které však nelze aplikovat na atypické případy, a tak do hry vstupuje odhad a inženýrský úsudek.&nbsp; Návrhy vedou často ke zbytečně předimenzovaným patkám a deskám, a to kvůli:</p>\n<ul>\n  <li>vylomení okraje betonu</li>\n  <li>vytržení betonového kužele</li>\n  <li>kombinaci poruch</li>\n</ul>\n<figure data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f2b12c1-2437-49b8-b96b-16bfb6c0687c/Failure%20modes%20of%20headed%20and%20post-installed%20fasteners%20under%20shear%20or%20tension%20load.png\" data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" alt=\"\"></figure>\n<p>Vezměme si například kotvení v blízkosti okraje. Bez výztuže je téměř nemožné splnit normové předpoklady, kvůli vylomení nebo vytržení kužele betonu. Když jsou navíc kotvy blízko sebe, najednou se potýkáte s interakcí kuželů - něčím, co většina předpisů ani neřeší. Co ale dělat, když vaše dispozice prostě neumožňuje dodržet doporučenou geometrii?</p>\n<p><a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">Je třeba zvážit</a> dodatečné <a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">vyztužení</a>. <em>Eurokód 1992-4 - Navrhování betonových konstrukcí - Část 4: Navrhování spojovacích prostředků pro použití v betonu </em>doporučuje stanovit vhodný model vzpěr a táhel.</p>\n<figure data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56b7651a-af9f-403b-a261-570a8b5b7cbc/1992-4%207.2%20Fastening.png\" data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" alt=\"\"></figure>\n<figure data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02c940c4-4beb-4747-bd51-034436d0a8aa/1992-4%207.10%20Fastening.png\" data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" alt=\"\"></figure>\n<p>Co když ale atypický tvar betonového bloku hází klacky pod nohy?</p>\n<h3>Řešení problémů s kotvením nestandardních geometrií betonových bloků</h3>\n<p>Zejména při řešení nepravidelných geometrií nebo jedinečných dispozic, které se vymykají standardním učebnicovým případům, je tento proces nejen časově náročný, ale také ponechává příliš mnoho prostoru pro nejistotu.</p>\n<p>V <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejnovější verzi aplikace IDEA StatiCa</a> jsme přidali nové funkce, které vám pomohou navrhovat a posuzovat jakýkoliv tvar kotvení v&nbsp;souladu s&nbsp;normou.</p>\n<p>Nyní můžete <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">navrhovat a posuzovat téměř jakýkoli tvar betonového bloku</a> pro kotvení. Ať už se jedná o vícestupňovou patku, neobdélníkové kotevní bloky, rozšíření základových pasů nebo atypické architektonické tvary.</p>\n<figure data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba34d6e-04e8-4ee6-a3c8-824645dc772e/Atypical%20shapes.png\" data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" alt=\"\"></figure>\n<h3>Návrh předem zabetonovaných desek s ohledem na výztuž</h3>\n<p>Ve stavebnictví se běžně setkáváme s nosnými konstrukcemi, které obsahují ocelové i betonové prvky. Betonové prvky často hrají klíčovou roli při zajišťování příčné stability ocelové konstrukce. Prvky jsou obvykle propojeny pomocí&nbsp;<a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">předem zabetonovaných desek</a>. Tyto desky nabízejí spolehlivé ukotvení a k tomu je lze vyrobit tak, aby se minimalizovalo vrtání na staveništi. Desky jsou zalícované s betonovým povrchem, což umožňuje čisté a rovné spoje. Jsou také zvláště oblíbené v aplikacích, jako jsou podpůrné systémy fasád, přípoje ocelových rámů v hybridních betonovo-ocelových budovách, podpěry vodicích kolejnic výtahů, kotvení mechanických zařízení, ložiska mostů a spoje prefabrikovaných betonových panelů.</p>\n<p>Ale i když je jejich použití široké, jejich návrh může být výrazně složitější. Osovým silám odolává výztuž v betonu, která je přivařena k ocelové desce a přenáší zatížení prostřednictvím vazby s betonem. Smykovým silám odolávají smykové trny, kotvy nebo smyková oka.</p>\n<p>Návrhová odolnost vložených prvků je velmi závislá na poloze betonářské výztuže, zejména pokud je vložená deska umístěna blízko okraje (nosné fasádní systémy).</p>\n<figure data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/766999ec-9cde-4c42-85ba-863e5bfb25d0/Cast-in%20plate%20-%20position%20of%20reinforcement.png\" data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" alt=\"\"></figure>\n<p>Detail (pomocí CSFM 3D) automaticky zohledňuje výztuž v blízkosti zabetonované desky, což může výrazně zvýšit únosnost. 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                                    "value": "<h2>Hlavní body verze 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e666ebd_0641_01ec_b9ad_031c64e9697b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Navrhujte kotvení do betonu podle vašich potřeb</h2>\n<p>Pokud pravidelně navrhujete kotvení do železobetonu, okamžitě si všimnete nárůstu výkonu. Díky vylepšenému řešiči ve verzi 25.0 lze nyní modely kotvení spočítat za pouhé tři minuty, i když ty stejné dříve trvaly 15 minut. Již nechybí ani předem zabetonované patní desky.</p>\n<p>A nejde jen o rychlost. Nyní máte k dispozici čistší a všestrannější modelovací nástroje. <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Chcete definovat patní desky s výztuží ve tvaru U, L nebo I</a>? Můžete to udělat během několika sekund a výztuž se přizpůsobí podle očekávání. <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Potřebujete vlastní tvar základu nebo víceúrovňovou patku</a>? Použijte booleovské operace k vytvoření přesně toho, co splňuje vaše požadavky.</p>\n<figure data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/736aa3ef-d821-4660-a3cf-5be8e2fd94ac/Boolein_05.png\" data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" alt=\"\"></figure>\n<h2>Zkraťte dobu nastavení pomocí parametrických šablon</h2>\n<p>Ruční vytváření přípojů ocelových&nbsp;konstrukcí od základu nebo procházení starých Excel tabulek vás může zpomalovat. Proto verze 25.0 přináší chytřejší způsob navrhování, s více než 200 připravenými parametrickými šablonami, které můžete vložit do svého projektu pomocí nového <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection wizardu</a>.</p>\n<figure data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.png\" data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" alt=\"\"></figure>\n<p>Vyberte přípoj, upravte vstupy a sledujte, jak se 3D náhled přizpůsobuje v reálném čase. Každá šablona je ověřena a řídí se bezpečnými pravidly. Pokud parametr neodpovídá omezením, dostanete varování. Pokud s IDEA StatiCa teprve začínáte, tyto šablony jsou nejrychlejším způsobem, jak vytvořit spolehlivé návrhy ověřené podle norem.</p>\n<p>Potřebujete větší kontrolu? Můžete libovolnou šablonu \"rozložit\"&nbsp;na upravitelné operace, což vám dává plnou kontrolu nad geometrií, svary, šrouby a všemi prvky. Můžete také vytvářet firemní knihovny pro standardizaci pracovních postupů a vytvářet opakovaně použitelné šablony.</p>\n<h2>Vyberte pouze kritické přípoje v Checkbotu</h2>\n<p>Máte model se stovkami nebo dokonce tisíci uzlů? Nemáte čas opakovat nastavení přípojů jeden po druhém. <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">IDEA StatiCa Checkbot ve verzi 25.0</a> byl vylepšen pro snadné zvládnutí rozsáhlých projektů.</p>\n<figure data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcdcdc0f-f978-415f-8d66-a776df5f5563/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2000a.png\" data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" alt=\"\"></figure>\n<p>Definujte jeden referenční přípoj s vašimi typy prvků a nastavením. Checkbot automaticky seskupí podobné uzly a aplikuje tyto parametry napříč modelem. To znamená, že už nemusíte 50x zadávat stejné informace – stačí jedno nastavení, sdílené napříč konstrukcí.</p>\n<p>Navíc s novým filtrem extrémů zatížení Checkbot z až 1000 účinků zatížení identifikuje kritické případy. Méně výpočetního času, méně rozptýlení a žádné riziko přehlédnutí scénářů, na kterých skutečně záleží. Po dokončení posouzení můžete hromadně generovat protokoly. Vyberte si mezi podrobnými výstupy nebo souhrny a exportujte vše do PDF jedním kliknutím.</p>\n<h2>Globální pracovní postupy</h2>\n<p>Pokud pracujete podle norem ACI nebo spolupracujete globálně, není problém. IDEA StatiCa 25.0 zahrnuje plnou podporu <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI</a>, jak v aplikaci Steel, tak v aplikaci Detail, s terminologií, kterou lze přepínat mezi americkou a britskou angličtinou.</p>\n<p>V Austrálii mohou <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">inženýři nyní pracovat s regionálně specifickými normovými prostředími</a> plně pokrývajícími úkoly pro 2D Detail. A pro inženýry v Číně byla kontrola kotvení podle GB normy aktualizována tak, aby odrážela nejnovější místní požadavky.</p>\n<p>Výrobci prefabrikátů <a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">mohou nyní exportovat předpínací výztuže přímo z Beam do Detail</a>, bez nutnosti přemodelování geometrie a materiálů. Vše v jednom pracovním postupu s <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">RCS nyní kontrolujícím příčné vybočení pro geometrické imperfekce a fáze výstavby</a>.</p>\n<figure data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dee2642-b908-492e-9ae6-f1727c60e720/Export%20from%20BEam%20to%20Detail_04.png\" data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" alt=\"\"></figure>\n<p>Pro kompletní přehled o obsahu IDEA StatiCa verze 25.0 si nezapomeňte prohlédnout <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">poznámky k vydání</a>, stáhnout nejnovější verzi a vyzkoušet si ji sami pomocí odkazu níže. 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                    "value": "<h2>1. Proč se výpočet zastavil předčasně?</h2>\n<p>Stop kritéria (konvergenční kritéria) v metodě 3D CSFM zajišťují zastavení iteračního nelineárního výpočtu na definovaných mezích, viz <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&amp;type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">The solution method and load-control algorithm for 3D CSFM</a> v teoretických základech pro IDEA StatiCa Detail. Ve výchozím nastavení je aktivní možnost \"Přerušit na mezním přetvoření / prokluzu\", díky které je výpočet zastaven, když je dosaženo některého z dále <strong>uvedených kritérií</strong>. Mezní přetvoření se kontroluje u betonu a výztuže a prokluz v případě kotvení. Hodnota mezního přetvoření betonu v tlaku je stanovena na 5 % a v tahu na 7 %. Mezní přetvoření výztuže je omezeno hodnotou 5 %. U kotvení se kontroluje mezní prokluzu kotvy/výztuže vůči betonu.&nbsp;</p>\n<p>Dosažení výše uvedených kritérií a zastavení výpočtu předčasně, tedy před aplikací plného zatížení, může být způsobeno řadou příčin. Nejčastějším důvodem je chybějící výztuž v místech, kde je beton namáhán tahem, který beton nepřenese. Divergence modelu může nastat také díky nesprávnému podepření, které se neřídí zásadami z následujícího bodu 2 a které může vést k nadměrné deformaci. Pokud je však model vytvořen a podepřen správně &nbsp;a výpočet je přesto zastaven předčasně, pak to znamená, že kotvení nevyhovuje zadanému zatížení a je jednoduše přetíženo. Pro kontrolu správného podepření modelu doporučujeme po výpočtu vždy kontrolovat tvar a hodnoty deformace.</p>\n<figure data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac78e48d-ca21-4a2f-8880-4e8772fc9a57/fig_1_CZ.png\" data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" alt=\"\"></figure>\n<h2>2. Jaké typy podpor lze v Detailu použít?</h2>\n<p>V aplikaci Detail lze zadat plošné podpory, a to jak dokonale tuhé, tak s uživatelsky stanovenou tuhostí ve všech směrech. Ve výchozím nastavení jsou podpory zadány jako přenášejí pouze tlak (šedé tlačítko), což může způsobit nestabilitu modelu z hlediska překlopení. Chcete-li, aby podpora přenášela i tah, přepněte tlačítko na bílou. Je však nutné dodržet následující návrhové přístupy:&nbsp;</p>\n<p>1) přístup <strong>Základová patka</strong></p>\n<p>Použijte výchozí nastavení plošné podpory \"přenášející pouze tlak\" a nastavte její tuhost tak, aby odpovídala tuhosti zeminy. Tím simulujete situaci pro základové patky spočívající na zemi. V případě exportu z aplikace IDEA StatiCa Connection nezapomeňte ručně aplikovat vlastní tíhu, protože ta exportována není.</p>\n<p>2) přístup <strong>Výsek konstrukce</strong></p>\n<p>U výseků konstrukce (např. balkonové desky, stěny apod.) je naopak potřeba odříznuté části podepřít i na zachycení tahových reakcí, avšak tyto podpory je nutné doplnit průběžnou výztuží, procházející přes pracovní spáru (řez), která by tyto tahy přenesla. Když průběžná výztuž není do podpory dotažena, beton tahové reakce nepřenese, \"potrhá se\" a dojde např. k nadměrné deformaci modelu. Tím se výpočet opět zastaví předčasně.</p>\n<p>Podrobné informace nejen o podepření v aplikaci Detail, model 3D, naleznete v části <a href=\"https://www.ideastatica.com/cz/podpora/plna-funkcionalita-aplikace-3d-detail\">Plná funkcionalita aplikace Detail 3D</a>.</p>\n<figure data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be0a745-5447-4823-9ce3-799290f12e88/fig_2_CZ.png\" data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" alt=\"\"></figure>\n<h2>3. Proč je důležité dodržovat konstrukční zásady?</h2>\n<p>Jedním z hlavních předpokladů metody 3D CSFM je, že beton v tahu nepůsobí. Proto je <strong>vždy </strong>nutné modelovat <strong>vyztužený</strong> beton. Navržená výztuž by měla odpovídat konstrukčním zásadám stanovených normou (např. pravidla pro přídavnou výztuž pro přenos tahové a smykové síly podle EN 1992-4). V aplikaci Detail, modelu 3D, není posouzení konstrukčních zásad implementováno a je zodpovědností uživatele (inženýra/statika) betonový blok vyztužit správným způsobem.&nbsp;Je potřeba mít na paměti, že stejně jako v klasické příhradové analogii <strong>způsob vyztužení předurčujete způsob vývoje napětí a přenos zatížení.</strong>&nbsp;</p>\n<figure data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8d44f75-f4d6-4214-b307-d4d87da84751/fig_3_CZ.png\" data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" alt=\"\"></figure>\n<h2>4. Jak správně namodelovat přenos smykové síly?</h2>\n<p>Smyková síla zadaná na patní desku může být přenášena třením, kotvami nebo smykovými zarážkami, přičemž jednotlivé metody přenosu smyku nelze vzájemně kombinovat.&nbsp;</p>\n<p>V případě <strong>tření</strong> je nutné zajistit správné pořadí zatěžovacích stavů: nejprve aplikujte přítlak (typ zatěžovacího stavu <em>Stálé</em>), poté smykovou sílu (typ zatěžovacího stavu <em>Proměnné</em>). Pokud tento postup není dodržen, může dojít k nadměrnému posunu patní desky vlivem smyku při nedostatečném přítlaku. &nbsp;Při správné sekvenci zatížení a koeficientu tření nastaveném např. na hodnotu 0,25 pak lze zadanou smykovou sílu přenést při 25 % přítlaku.&nbsp;</p>\n<p>Prostřednictvím <strong>smykových zarážek</strong> se přenáší plná smyková síla, avšak posudek zarážky v IDEA StatiCa Detail není proveden. Samotné posouzení smykových zarážek může být provedeno v IDEA StatiCa Connection a poté může být navržené kotvení importováno do Detailu. Smyková zarážka je s betonem spojena prostřednictvím kontaktů, tj. do betonu se přenáší pouze tlakové napětí a pro přenos smyku se uplatňuje vždy příslušná část zarážky (stojina/příruba).</p>\n<p>U<strong> kotev</strong> může uživatel definovat, které konkrétní kotvy budou účinné pro přenos smyku. Avšak stejně jako v případě zarážek, kotvy nejsou v Detailu na smyk posouzeny. V napětí kotev není zohledněn přírustek napětí od smyku, vykresluje se pouze napětí od osové síly. Posouzení kotev může být opět provedeno v aplikaci IDEA StatiCa Connection. Jinými slovy, IDEA StatiCa Detail&nbsp;slouží k posouzení přenosu zatížení do okolní betonářské výztuže, přenos zatížení z kotvy do betonu se nyní neposuzuje.</p>\n<figure data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13624716-50f2-4d10-906e-859f0c0e63e8/fig_4_CZ.png\" data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" alt=\"\"></figure>\n<h2>5. Jak správně propojit kotvu s patní deskou?</h2>\n<p>Zatížení v aplikaci Detail může být aplikováno buď přímo na kotvy (Fx, Fy, Fz) nebo na patní desku (Fx, Fy, Fz, Mx, My, Mz). Kotvy a patní desky jsou modelovány jako samostatné prvky, které nejsou vzájemně propojeny. Vazba mezi kotvou a patní deskou musí být nastavena ručně, a to jak pro přenos osových sil, tak pro přenos smyku. Tyto vazby jsou vzájemně nezávislé a propojení může být aktivováno pouze pro jeden z typů namáhání (přenos osových a/anebo smykových sil) dle požadavků návrhu a posouzení kotvení.</p>\n<p>Dva přístupy k modelování:</p>\n<ul>\n  <li>Při exportu kotvení z IDEA StatiCa Connection do Detailu (např. viz <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM propojení IDEA StatiCa Connection a Detail - Excentricky zatížené kotvení</a>) je vazba pro přenos osové síly mezi kotvami a patní deskou vypnuta, aby se zabránilo nežádoucímu dodatečnému páčení patní desky (viz obrázek níže).&nbsp;</li>\n  <li>Při modelování \"od nuly\" přímo v IDEA StatiCa Detail musí uživatel naopak aktivovat vazby jak pro přenos smyku, tak pro přenos osových sil, aby se zatížení zadané na patní desku do kotev přeneslo.</li>\n</ul>\n<p>Podrobnější vysvětlení vzájemného propojení kotev s patní deskou naleznete ve webináři nebo v článku <a href=\"https://www.ideastatica.com/cz/podpora/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy pro Detail 3D</a>.</p>\n<figure data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9daa2626-f57c-475a-bcd4-e31d6ecda776/fig_5_CZ.png\" data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" alt=\"\"></figure>\n<h2>6. Jakou tuhost patní desky je potřeba nastavit?</h2>\n<p>Důležité je také nastavení správné tuhosti patní desky. Na obrázku níže jsou porovnány tři modely:&nbsp;</p>\n<ul>\n  <li>měkká patní deska exportovaná z aplikace Connection,&nbsp;</li>\n  <li>měkká patní deska modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky,&nbsp;</li>\n  <li>tuhá patní deska se zvětšenou tloušťkou modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky.&nbsp;</li>\n</ul>\n<p>Výsledky ukázaly, že ohybově měkké patní desky modelované přímo v aplikaci Detail typu 3D způsobují nepřesné rozložení napětí v betonu pod patní deskou, protože dochází k jejímu nadměrnému páčení (chybí ztužující vliv sloupu). Tuhá deska tyto problémy eliminuje a poskytuje výsledky konzistentní s výsledky získanými exportem z aplikace Connection. Výpočtem stanovené síly v kotvách byly srovnatelné u prvního a třetího modelu. V druhém případě byly síly v kotvách nadhodnoceny o více než 30 %, což z něj činí nevhodně sestavený model. 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Proto doporučujeme pro verze 25.1 a vyšší zadávat vnitřní síly na sloup, viz </em><a href=\"https://www.ideastatica.com/cz/podpora/zatizeni-a-kombinace#sloup\"><em>Zárodek sloupu pro přenos zatížení</em></a><em>.</em></p>\n<figure data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84361b92-14ae-4dbe-9c68-0ac7e514fc48/fig_6_CZ_a.png\" data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" alt=\"\"></figure>\n<h2>7. Jak je to s kontaktním napětím?</h2>\n<p>V aplikaci Connection je možné nastavit mezi dvěma plechy tzv. kontakt a zobrazit v nich kontaktní napětí. Je však známým omezením (viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>) exportu kotvení z Connection do Detail, že toto kontaktní napětí není importováno. Důsledkem chybějících účinků odpovídajících kontaktnímu napětí je, že importované síly nejsou na patní desce v rovnováze a dojde k její nadměrné deformaci a tedy předčasnému ukončení výpočtu kvůli divergenci.</p>\n<p>Jak toto omezení obejít?</p>\n<ul>\n  <li>V modelu kotvení v aplikaci Connection se vyhnout použití funkce \"kontakt\". Jedná se o specifickou funkci, která v praxi nastává ve velmi úzkém rozsahu typů přípojů.</li>\n  <li>Pokud je v přípoji kontakt reálně navržen, pak je nutné kotvení zatížit přímo v Detailu (nevyužít exportovaných sil), a to v kombinaci s tuhou patní deskou (viz bod 6).</li>\n</ul>\n<figure data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c590fc0e-0c0e-4890-a5e1-3da8818c7e40/fig_7_CZ.png\" data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" alt=\"\"></figure>\n<h2>8. Proč napětí v soudržnosti dosáhne 99,9 % tak rychle?</h2>\n<p>U většiny modelů dosahuje napětí v soudržnosti 99,9% využití pro velmi nízké úrovně zatížení tahem. Příčinu lze nalézt v pracovním diagramu pro vazbu mezi kotvou/výztuží a betonem, jak je znázorněno na obrázku níže. Vazba velmi rychle dosahuje svého mezního napětí v soudržnosti a jakékoli další zatížení vede k její plastické deformaci.&nbsp;</p>\n<p>Stanovení pevnosti v soudržnosti pro lepené kotvy je popsáno v článku <a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Jak mám nastavit velikost sítě?</h2>\n<p>Kvalita sítě konečných prvků je pro 3D simulace zásadní, zejména u nelineárních výpočtů, protože mj. přímo ovlivňuje dobu výpočtu. Násobitel velikosti konečného prvku, který lze v aplikaci Detail zadat v Nastavení výpočtu, se pohybuje v rozmezí od 0,5 do 5, přičemž nastavená výchozí hodnota je 1. Použití násobitele o velikosti 5 urychluje výpočet, ale výsledky mohou být nepřesné (chyba více než 30 %). Jeho použití je vhodné pro ověření správnosti zadaného modelu a zda např. nedochází k jeho nadměrným deformacím. Po samotné posouzení je víceméně nutné použít násobitel sítě o velikosti 1 pro získání přesnějších hodnot napětí a deformace.&nbsp;</p>\n<p>Stručně řečeno, hrubá síť (vyšší násobitel) se používá pro předběžný návrh, zatímco jemnější síť (nižší násobitel) poskytuje přesnější výsledky, zejména v okolí kotev.</p>\n<figure data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/240cd840-1572-4b89-96c8-5adbf3d6f213/fig_9_CZ.png\" data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> bylo do aplikace Detail přidáno vylepšení tvorby sítě kolem kotev, a to tak, že kolem kotvy vždy dojde k jejímu zjemnění i při nastavení násobitele sítě na jeho horní mez. V případě posouzení kotvení do většího betonového bloku je možné tento násobitel nastavit na hodnotu 5 bez toho, aby došlo ke zkreslení výsledků v oblasti kotvení.</em></p>\n<figure data-asset-id=\"694c2162-0a06-4741-9845-96027f353edf\" data-image-id=\"694c2162-0a06-4741-9845-96027f353edf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b453d50c-d4f0-43fc-8f74-d9b93cbf4ab8/fig_9_CZ_a.png\" data-asset-id=\"694c2162-0a06-4741-9845-96027f353edf\" data-image-id=\"694c2162-0a06-4741-9845-96027f353edf\" alt=\"\"></figure>\n<h2>10. Je možné importovat vícenásobné kotvení?</h2>\n<p>Ano. V aplikaci Connection je možné analyzovat více patních/čelní desek najednou, které jsou však podepřeny \"betonovým blokem\" (ve skutečnosti se jedná o Winklerovo podloží) každá zvlášť. Toto vícenásobné kotvení je možné importovat do aplikace Detail, do které se naimportují všechny zadané betonové bloky, ale uživatel bude upozorněn, že aplikace nepodporuje model s více než jedním blokem, viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>. Uživatel tedy musí odstranit všechny bloky kromě jednoho a všechny patní/čelní desky vztáhnout k tomuto zbývajícímu bloku.&nbsp;</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat více patních desek na jeden existující betonový blok a toto kotvení následně importovat do aplikace Detail. Stále platí, že v aplikaci Detail je podporován pouze jeden betonový blok. Pro vícenásobném kotvení přes hranu betonového bloku platí omezení popsána v článku</em> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>.&nbsp;</p>\n<figure data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83c5bcd2-7759-4ca7-ae19-b84fdbcda042/Multiple%20base%20plates%20on%20one%20block%200.png\" data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" alt=\"\"></figure>\n<h2>Závěr</h2>\n<p>3D CSFM v IDEA StatiCa Detail je výkonný nástroj pro modelování nelineárního chování betonu a výztuže, který zajišťuje shodu s Eurokódem a ACI. Nastavená kritéria zajišťují, že se výpočty zastaví při dosažení kritických mezí deformace, a pro realistické výsledky je nezbytné správné zadání výztuže. Kvalita sítě je zásadní pro přesné simulace, přičemž jemnější sítě poskytují lepší přesnost za cenu delší doby analýzy. Dodatečné vyztužení, přenos smykové síly a správné nastavení exportu jsou také klíčovými faktory pro dosažení přesných návrhů v souladu s normami.</p>\n<p>Pro podrobnější informace se podívejte na webinář <a data-item-id=\"fe18abc4-7d3c-45ac-97e6-002bf87224ef\" href=\"\">10 nejčastějších dotazů k návrhu kotvení ve 3D v aplikaci Detail</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n29be3466_cd29_01db_1c66_14facc168859\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f0563cd1_d2b7_0191_3ee0_9d445a05e7f1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n206ffc14_2b65_01cc_bf5a_b779f6aef349\"></object>"
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    "value": "<h3>Modelování</h3>\n<p>Do nového 3D prostředí v IDEA StatiCa Detail bylo přidáno mnoho zcela nových nástrojů a položek modelu. V následující části si společně projdeme všechny možnosti dostupné ve verzi 24.1.</p>\n<h3>Položky modelu</h3>\n<p>Kategorie <strong>Položka modelu</strong> v aplikaci Detail obsahuje následující položky:</p>\n<ul>\n  <li>Prvky</li>\n  <li>Podpory</li>\n  <li>Zařízení pro přenos</li>\n</ul>\n<p>Ve verzi 24.1 může být zadán pouze <strong>jeden 3D prvek</strong>, který může být definován jako kvádr nebo obecný hranol. Kvádr je definován třemi rozměry. Obecný hranol je pak možné nadefinovat pomocí zadání obecného tvaru podstavy Polygonem, a to tabulkově pomocí souřadnic. Zadáním výšky bloku se pak vytvoří požadovaný prostorový tvar. Pro definování obecného tvaru mnohoúhelníku lze v tabulce vyplnit jednotlivé souřadnice, nebo použít kopírování a vložení z tabulkového procesoru (například Microsoft Excel).</p>\n<figure data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b0a47fc-ff72-42bc-a92e-0e71786a0412/3D%20Detail%20in%2024.1_5.png\" data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" alt=\"\"></figure>\n<p>K podepření modelu se používá <strong>povrchová podpora</strong>. Tento typ podpory lze zadat dvěma způsoby - dvěma typy geometrie:</p>\n<ul>\n  <li>Celý povrch</li>\n  <li>Křivka</li>\n</ul>\n<p>V obou případech je třeba vybrat referenční povrch a samozřejmě definovat stupně volnosti. Podpora může být definována jako pružná a typ pouze v tlaku lze použít pro směr kolmý na určenou plochu. Na následujícím obrázku vidíme podporu na celé ploše číslo 4 a vypnutou možnost \"Pružná podpora přenášející pouze tlak\".</p>\n<figure data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fe6a0e9-574a-4ec2-a1cd-4cb423d9817b/3D%20Detail%20in%2024.1_6.png\" data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" alt=\"\"></figure>\n<p>Pro druhou možnost zadání pomocí křivky je k dispozici stejná tabulka jako při zadání polygonů u Prvků. Opět můžete použít funkci kopírování a vkládání nebo zadat souřadnice ručně. Zadaný tvar lze posouvat podél referenčního povrchu pomocí souřadnic X a Y nebo otáčet zadáním úhlu.</p>\n<figure data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08b22614-9fec-47d6-9478-af3d4e4b3097/3D%20Detail%20in%2024.1_7.png\" data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" alt=\"\"></figure>\n<p>Všimněte si, že je možné zadat křivku tak, aby počátek souřadnic byl v těžišti požadovaného tvaru. Souřadnice X a Y pro zadání polohy podpory se pak budou vztahovat k tomuto těžišti.</p>"
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            "value": "<h3>Úvod</h3>\n<p>Na začátku tohoto textu je potřeba definovat, k čemu je aplikace určena. V současné verzi jsou vyvinuty nástroje a je ověřeno řešení pouze pro <strong>kotvení ocelových konstrukcí v jednoduchých blocích z vyztuženého betonu.</strong></p>\n<p>Následující text je rozdělen do dvou částí: omezení aplikace a metody 3D CSFM samotné a omezení importu z IDEA StatiCa Connection.</p>\n<h3>Omezení aplikace Detail 3D</h3>\n<h4>Železobeton</h4>\n<p><strong>Metoda 3D CSFM není určena pro prostý nebo slabě vyztužený beton</strong>. V takovém případě může výpočet vést k zavádějícím výsledkům nebo divergenci nelineárního výpočtu.&nbsp;</p>\n<p>Více se dočtete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Hlavní důvod, proč je potřeba modelovat <strong>pouze vyztužený beton</strong>, je zanedbání tahové pevnosti betonu v použité výpočetní metodě 3D CSFM. Všechna tahová napětí tedy musí být přenesena výztuží.</p>\n<p>Dalším důvodem je, že v aplikaci IDEA StatiCa Detail 3D nejsou použity principy lomové mechaniky. Model nesimuluje explicitní šíření trhlin ani nevyužívá parametry betonu definované v lomové mechanice (G_f, K_IC, tvar lomové plochy). Beton je modelován jako tvárný materiál s vodorovnou plastickou větví v tlaku – jakmile je dosaženo mezního tlakového napětí, napětí zůstává konstantní a pouze deformace se dále zvyšují až do předepsané meze. V důsledku toho dokáže Detail 3D zachytit plastické přerozdělení napětí a deformací v D-oblastech, ale explicitně nemodeluje mechanismy křehkého porušení řízené lomovou mechanikou (např. čisté smykové porušení prostého betonu, nestabilní šíření jediné dominantní trhliny atd.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Závěrem lze říci, že modely musí splňovat definici železobetonu uvedenou v mezinárodních normách. Pokud dodržíte konstrukční definované v normách, obdržíte správné výsledky.&nbsp;</p>\n<h4>Mezní stav únosnosti</h4>\n<p>Všechny výpočty a posudky jsou implementovány&nbsp;<strong>pouze pro MSÚ</strong>. Definice materiálových modelů a způsob samotného výpočtu musí být u MSP odlišný. Tento rozdíl můžete vidět v Detailu ve 2D.&nbsp;</p>\n<h4>Tlakové změkčení (tzv. Compression softening)</h4>\n<p>Nejprve si definujme, co je to tlakové změkčení: Beton v tlaku ztrácí pevnost a tuhost, když je současně silně potrhaný v tahu, tj. když jsou přítomna velká příčná tahová napětí.</p>\n<p>V případech, kdy je únosnost určena tlačenou vzpěrou procházející silně potrhaným betonem, má Detail 3D tendenci nadhodnocovat únosnost (tj. být mírně nekonzervativní), pokud je výsledek interpretován přímo jako skutečná mezní únosnost.</p>\n<p>Z těchto důvodů je 3D modul zatím vhodný pouze pro posouzení únosnosti kotvení v jednoduchých železobetonových blocích.</p>\n<p>I když je možné modelovat například pilotové založení s využitím podpor na malé ploše, ověření není spolehlivé, protože změkčující efekt se stává významným, zejména u detailů souvisejících s protlačením. Stejná situace může nastat v případě tenké desky s na ní umístěným sloupem a v dalších podobných případech, kdy není prvek dostatečně vyztužen svislou výztuží.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Pro tyto situace je nutné implementovat změkčení betonu, které je v současnosti dostupné pouze v 2D modulu.&nbsp;<strong>Proto lze 3D modul použít pouze pro kontrolu porušení kolem kotev, kde tento efekt nemá vliv.</strong></p>\n<h4>Posouzení kotev</h4>\n<p>Prvek kotvy je definován tak, že je schopný přenášet osové tahové/tlakové síly stejně jako smykové síly, přičemž je zohledněna ohybová tuhost kotvy, jak je popsáno v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Podporujeme posudky dle příslušných norem (<strong>pouze EN</strong>), proto lze IDEA StatiCa Detail použít samostatně pro posouzení kotvení jako celku (kotvy, výztuž, beton).</p>\n<p>Implementované normy:&nbsp;<strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1.&nbsp;</strong></p>\n<p>Pro posouzení dalších komponent styčníku (svarů, plechů atd.) je potřeba použít IDEA StatiCa Connection, kde můžete provést i kompletní posouzení kotev pro prostý beton. Kotvení v Connection – spolu s aplikovanými silami – lze exportovat do Detailu pro další návrh výztuže.</p>\n<p>Pro <strong>ACI a australskou normu</strong> <strong>nejsou dosud implementovány</strong> normové posudky kotev ve smyku a ve smyku + tahu, proto je vždy nutné pro komplexní normové posudky kotev použít obě aplikace.</p>\n<h4>Překlopení</h4>\n<p>Pokud zadané zatížení způsobí překlopení modelu, model bude počítat až do divergence nebo dosažení kritéria. To obvykle trvá dlouho s následujícím výsledkem:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Zobrazuje se procento přeneseného zatížení před ztrátou stability modelu. V Doplňkových výsledcích je možné zobrazit extrémní deformace.</p>\n<p>Alternativní řešení: Doporučuje se nejprve vypočítat jakýkoli model s Násobkem výchozí velikosti sítě nastaveným na vysokou hodnotu (4-5). Tento násobek lze najít v Nastavení -&gt; Nastavení sítě. Výpočet proběhne rychle a &nbsp;vy budete moci zjistit, zda je problém v překlopení modelu nebo ne.</p>\n<p>Je potřeba zkontrolovat, zda je v zatížení zadána vlastní tíha betonového bloku, která případnému překlopení modelu může zabránit. Pozor, importem z aplikace Connection není vlastní tíha do modelu zadána automaticky, viz text dále.</p>\n<h3>Omezení importu z aplikace Connection</h3>\n<h4>Kontakty</h4>\n<p>Obecně není podporován import sil působících na základovou desku prostřednictvím <strong>kontaktu</strong> s jinou ocelovou deskou. To platí jak pro kontakt hrana-plocha, tak pro typy kontaktů plocha-plocha. Více si přečtěte <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"v tomto článku\">v tomto článku</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Kotvení bez patní desky</h4>\n<p>Pouze modely kotvené přes patní desku mohou být správně importovány do aplikace Detail. Pro modely, kde jsou prvky připojeny k betonovým blokům přímo&nbsp;(např. přes spodní pásnici), je plech prvku s kotvami importován bez zatížení, tj. nejsou importovány silové účinky ze svarů.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Vlastní tíha není přidána automaticky</h4>\n<p>Vlastní tíha není v importovaných zatěžovacích stavech automaticky zahrnuta, musí být dodatečně přidána uživatelem. To může hlavně ovlivnit případy kotvení k základovým patkám, kde neuvážení vlastní tíhy může vést ke ztrátě stability a k překlopení základu, jak je zmíněno v odstavci výše.</p>\n<h4>Nepodporované typy kotvení pro export do Detailu</h4>\n<p>Kotvy s hákem nejsou v Detailu podporovány. V exportovaném souboru bude místo nich použita kotva s podložkou.</p>\n<p>Podložka je modelována jako deskostěnový prvek přímo připojený k dříku kotvy a přenášející zatížení na beton výhradně prostřednictvím tlakového kontaktu. Podložka je modelována lineárně, bez plasticity, a není podrobena posudkům únosnosti. Vzhledem k tomu, že podél dříku je nulová pevnost v soudržnosti, veškeré zatížení se přenáší do betonu prostřednictvím podložky. Více o typech kotev naleznete v článku <a href=\"https://www.ideastatica.com/cz/podpora/jednotlive-kotvy-v-detailu\">Jednotlivé kotvy v Detailu</a>.</p>\n<h4>Nepodporované kombinace kotev</h4>\n<p>Aplikace Detail nepodporuje kombinování spřahovacích trnů nebo výztuže s jinými typy kotev. Tyto typy kotev nebudou zahrnuty do výstupu. Více informací o možnostech kotevních desek naleznete v článku <a href=\"https://preview.ideastatica.com/cz/podpora/moznosti-zadani-kotevni-desky\">Možnosti zadání kotevní desky</a>.</p>\n<h4>Kombinace importovaných zatížení a zatížení zadaných uživatelem</h4>\n<p><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu</strong>. Z důvodů popsaných v&nbsp;<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>. Kotvy se do Detailu naimportují tak, že nejsou s patní deskou propojené na osovou sílu (propojení na smyk je řízeno způsobem přenosu smyku). Pokud v Detailu vytvoříte zatížení aplikované na patní desku, je zřejmé, že zatížení z patní desky nebude do kotev přeneseno.</p>\n<p>Alternativní řešení: Zkopírujte importovanou Položku projektu, odstraňte všechna importovaná zatížení, propojte všechny kotvy s patní deskou na osovou sílu a poté můžete zadat nové zatížení.</p>\n<h4>Více betonových bloků</h4>\n<p>V aplikaci Detail je podporován<strong> pouze jeden betonový blok</strong>. Nicméně betonový blok může být upraven pomocí Negativního tělesa, Roviny řezu a operace Řez. Díky tomu je možné modelovat složitější tvary jako jsou podstavce, rozšíření základových pásů, kotvení v blízkosti otvorů atd.</p>\n<p>Je také možné importovat dva nezávislé betonové bloky z aplikace Connection, které se importují do aplikace Detail jako dvě položky modelu, jež lze dále upravovat pomocí operace Řez.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<h4>Více než jedna kotevní deska v bloku</h4>\n<p>Export více kotevních desek je podporován, ale <strong>nedoporučuje se importovat takzvané kotvení na hraně</strong>.&nbsp;</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>V aplikaci Connection je beton modelován zjednodušeným způsobem pomocí Winklerova podloží. Na druhou stranu je ocelová část nad betonovým blokem modelována podrobně se zohledněním plasticity materiálů. Pro detailnější posouzení železobetonu pod patní deskou je možné exportovat patní desku, kotvy a zatížení do aplikace Detail. Tam je beton modelován plasticky.</p>\n<p>Kotvy jsou exportovány rozpojené pro přenos osové síly a zatížení mezi nimi je nahrazeno dvojicí sil stejné velikost, ale opačného směru (právě kvůli chybějící tuhosti ocelové části nad patní deskou). Proto není možné, aby se osové síly v kotvách změnily, pokud se krycí vrstva v rohu betonového bloku stane plastickou (odprýskne se). Obdobně jsou svary patních desek exportovány rozpojené, přičemž spojení je nahrazeno stejnými, ale opačnými silami. Proto nemůže dojít ke změně napětí na svaru v případě plastizace betonového rohu.</p>\n<p>Z toho vyplývá, že po exportu, ačkoli jsou všechny síly působící na základní desky v rovnováze, nebudou splněny deformační podmínky.</p>\n<p><em>Platí to pro současnou verzi 25.1.2. Může se lišit v předchozích verzích, protože postupně pracujeme na odstranění těchto omezení. Více informací o každé verzi najdete v </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>novinkách k verzi</em></a><em>.</em><br>\n</p>"
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                            "value": "<h3>Úvod</h3>\n<p>3D Detail je v podstatě rozšířením stávající aplikace IDEA StatiCa Detail. Přidává nový typ Model 3D a s tím přichází i implementace metody pro výpočet napěťových polí ve 3D prostoru nazvané 3D CSFM. Výpočty a posudky jsou implementovány pro mezní stav únosnosti.</p>\n<p>Než se pustíme do popisu funkcionalit 3D Detailu, bude dobré upozornit na existenci teoretických základů, kde si můžete přečíst více technických detailů o jednotlivých entitách modelu a samotných výpočtech.</p>\n<ul>\n  <li><a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>IDEA StatiCa Detail – Konstrukční návrh betonových 3D nespojitostí</strong></a></li>\n</ul>\n<p>V prvním kroku si uživatel může na úvodní obrazovce (v průvodci) vybrat nový typ modelu, kde je k dispozici několik šablon, včetně obecné možnosti zadat model od začátku.</p>\n<figure data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b625d4c-9842-4ccc-b10b-89a82bceb111/3D%20Detail%20in%2024.1_1.png\" data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" alt=\"\"></figure>\n<p>Stejně jako u 2D modelů je možné i ve 3D variantě upravit počáteční nastavení v pravé části, jako je Norma návrhu, Materiály a Krytí betonu.</p>\n<p>Po vytvoření ať už prázdného modelu nebo modelu ze šablony jsou k dispozici možnosti známé z prostředí 2D modelování.</p>\n<p>Možnosti pro práci s více Položkami projektu najdete na horním pásu karet, stejně jako nyní standardní tlačítka Zpět/Znovu, možnosti zobrazit Popisy, ovládací prvky pro Obrázky, nastavení Výpočtů a ovládací prvky pro správu Šablon.</p>\n<figure data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d987045a-993e-403c-b17c-e48903b0005a/3D%20Detail%20in%2024.1_3.png\" data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" alt=\"\"></figure>\n<p>Inicializuje se také strom, jehož první položka, ve výchozím nastavení DRM1, obsahuje výchozí nastavení pro aktuální položku projektu. Nad stromem najdete nástroje pro manipulaci s modelem.</p>\n<figure data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3381341d-56a3-49bf-b78c-dff47f501a72/3D%20Detail%20in%2024.1_4.png\" data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" alt=\"\"></figure>"
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                                                    "value": "<h3>Posouzení kotvení v aplikaci Connection</h3>\n<p>Již nějakou dobu lze v aplikaci IDEA StatiCa Connection modelovat a posuzovat kotvení ocelových nosníků/sloupů do betonového bloku. Do nedávno vydané verze 24.1 byla přidána možnost modelování kotev s háky. Pro posouzení různých způsobů porušení kotev a betonu se používají empirické vzorce z Eurokódu (EN 1992-4 a EN 1993-1-8). Vzhledem k chybějícím informacím o některých typech kotev a skutečnosti, že výztuž v betonovém bloku nelze zohlednit, však nelze některé způsoby porušení plně posoudit. Uživatel však je na tuto skutečnost upozorněn.</p>\n<figure data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9755e4c-244b-4015-b72f-e003fede656d/landing_page_1.png\" data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" alt=\"\"></figure>\n<h3>Aplikace 3D Detail</h3>\n<p>Dříve musel uživatel u některých způsobů porušení doplňovat chybějící posudky sám ručními výpočty. Aby se tyto nedostatky odstranily, je nyní možné<strong> exportovat model z aplikace Connection do aplikace 3D Detail.</strong> To zahrnuje přenesení geometrie a parametrů betonového bloku, patní desky a kotev včetně působícího zatíženi. V aplikaci 3D Detail je pak možné do betonového bloku domodelovat výztuž a provést nelineární výpočet metodou konečných prvků (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>Posudky pak nejsou založeny na standardních vzorcích Eurokódu, ale je posouzeno přímo napětí a přetvoření v betonu a ve výztuži stanovené se zohledněním normových charakteristik materiálů.</p>\n<p>V rámci webináře vám na praktické ukázce představíme celý pracovní postup posouzení kotvení a vysvětlíme speficika modelování.</p>\n<h3>A co dál?</h3>\n<p>Přečtěte si více o normovém posouzení kotvení v aplikacích IDEA StatiCa:</p>\n<ul>\n  <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">Propojení IDEA StatiCa Checkbot s Hilti PROFIS</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Teoretické základy výpočtu kotvení v aplikaci IDEA StatiCa Connection</a></li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do 3D Detailu</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h3>Záznam webináře</h3>"
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                                                    "value": "<p>Pevnost v soudržnosti, která se zadává u prvku <strong>Jedna kotva</strong> v Detailu 3D je <strong>návrhová hodnota</strong> pevnosti v soudržnosti lepené (dodatečně instalované) kotvy. Jedná se o klíčový parametr pro návrh kotvení v Detailu 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>Z hlediska EN 1992-4 můžeme návrhovou pevnost v soudržnosti definovat jako τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub>&nbsp;</p>\n<p>γ<sub>Mp</sub>&nbsp; je dílčí součinitel bezpečnosti definovaný v tabulce 4.1 v EN 1992-4</p>\n<p>γ<sub>mp</sub> = γ<sub>mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1,5</p>\n<p><strong>γ</strong><strong><sub>inst&nbsp; </sub></strong>- součinitel zohledňující citlivost dodatečně instalovaných kotev na podmínky při instalaci. Lze nalézt v příslušných evropských technických specifikacích pro konkrétní produkt.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> &nbsp;- je charakteristická pevnost v soudržnosti dodatečně lepené kotvy. &nbsp;Závisí na pevnosti, třídě betonu a stavu betonu – popraskaný vs. nepopraskaný. Lze jej nalézt v certifikátu pro lepící chemickou maltu, například ETA – European Technical Assesment.</p>\n<h3>Příklad</h3>\n<p>Mějme dodatečně lepenou kotvu ze závitové tyče M12&nbsp;a maltu Hilti HIT-HY 200-A V3. Otvor je vyvrtán příklepem. Kotva se instaluje za sucha do betonu C20/25 s trhlinami . Projektovaná životnost je 50 let.</p>\n<p>Nejprve musíme přejít na webovou stránku produktu HIT-HY 200-A <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">zde</a>. Hledáme ETA dokument. Přejděte do části <strong>Technical data</strong> a otevřete dokument PDF Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Na straně 3 tohoto dokumentu naleznete odkazy na příslušné dokumenty ETA.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Otevřete dokument ETA-19/0601, který je pro nás relevantní. Odkaz v prvním řádku tabulky.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>V tabulce C1 tohoto dokumentu naleznete údaje pro <strong>τ</strong><strong><sub>Rk</sub></strong> - charakteristická pevnost v soudržnosti. Konzervativně pro teplotní rozsah II, v našem případě τ<sub>Rk</sub> = 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>V tabulce C1 dokumentu naleznete také relevantní γ<sub>inst </sub>. V našem případě γ<sub> inst</sub> = 1,0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>Konečná hodnota návrhové pevnosti v soudržnosti&nbsp;je τ<sub>Rd</sub> = 8,0 /(1,5x1,0) = 5,3 MPa.&nbsp;</p>\n<p><br>\n</p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n63e88226_a2a8_01a1_1e77_fd408ae10ab1\"></object>"
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                                                            "value": "<h3>Zařízení&nbsp;pro přenos zatížení</h3>\n<p><strong>Zařízení pro přenos zatížení</strong> obsahují dvě entity: patní desku a kotvu. Začněme patní deskou. Chcete-li určit její umístění na betonovém bloku, je nutné vybrat referenční povrch a hranu. Ty definují počátek souřadnic, ze kterých se měří vzdálenosti X a Y. K dispozici jsou dvě možnosti definice tvaru, obdélníkový a polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>Patní deska je spojena s betonovým prvkem kontaktem, který přenáší tlaková napětí, a pokud se uživatel rozhodne, může přenášet i smyková napětí. Lze vybrat tři mechanismy přenosu smyku:</p>\n<ul>\n  <li><strong>třením</strong></li>\n  <li><strong>pomocí kotev</strong></li>\n  <li><strong>pomocí smykové zarážky</strong></li>\n</ul>\n<p>Software neumožňuje tyto mechanismy přenosu smyku kombinovat.</p>\n<p>Při přenosu třením je třeba zadat návrhovou hodnotu součinitele tření. Pro variantu přenosu pomocí smykové zarážky je třeba zadat ocelový profil včetně geometrie a polohy.</p>\n<p>Patní deska může přenášet buď bodové zatížení, nebo skupinu sil. Pro bodové zatížení lze model zatížit šesti vnitřními silami (Fx, Fy, Fz, Mx, My a Mz) v libovolné poloze na patní desce. U skupiny sil mohou uživatelé zadávat polohy, intenzity a směry sil do tabulky, což umožňuje obecné umístění na patní desce. Je důležité zmínit, že patní deska je bodově zatížená a nemá na horní straně přivařenou žádnou výztuhu ani ztužijící prvek. Pro správné rozložení zatížení je tedy důležité použít relativně tuhou desku s poměrně velkou tloušťkou.&nbsp;</p>\n<p>Druhé zařízení pro přenos zatížení, kotvu, lze přidat a propojit s patní deskou a vytvořit tak například detail kotvení sloupu pomocí čtyř kotev (viz obrázek níže). Je také možné modelovat samostatné kotvy bez patní desky.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>Více informací o propojení s patní deskou naleznete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Z hlediska polohy a geometrie jsou kotvy vztaženy k povrchu a hraně bloku, včetně určení relativní polohy jako u patní desky. Samozřejmě je možné specifikovat délku kotvy v betonu a délku nad betonovou plochou.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>Kotvy jsou implementovány ve dvou variantách:</p>\n<ul>\n  <li>Na místě zabetonovaná výztuž</li>\n  <li>Lepená kotva</li>\n</ul>\n<p>Pro na místě zabetonovanou výztuž se používá mezní napětí v soudržnosti podle EN 1992-1-1 kap. 8.4.2. Kromě toho je možné pro tento typ kotvy určit Způsob kotvení stejně jako pro běžnou výztuž.</p>\n<p>U lepených kotev je možné přímo zadat Pevnost vazby (soudržnost), kterou si uživatel může zjistit např. z technického listu nanesené lepicí malty. Je důležité poznamenat, že <strong>je nutné zadat návrhovou hodnotu mezního napětí v soudržnosti</strong>.</p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>Podrobný popis chování vzájemného propojení kotvy a patní desky je popsán v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>"
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                                                                    "value": "<p>Eurokód specifikuje několik způsobů porušení kotev a betonových patek a dále je dělí podle typu zatížení. <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">V IDEA StatiCa Connection</a> jsme dosud mohli kotvy posoudit, ale s určitými omezeními bylo nutné hodnocení provádět ručně.&nbsp;</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Současně nebylo možné počítat s vyztužením betonových bloků. To se nyní mění s aplikací IDEA StatiCa 3D Detail, která přidává další možnosti. IDEA StatiCa 3D Detail nenabízí posouzení tak, jak jsme zvyklí v normě, která definuje posouzení prostého betonu. Pomocí MKP analýzy nyní můžeme ověřit, že železobeton bude vyhovovat zadanému zatížení a bude zabráněno porušení betonu, které by tomuto zatížení odpovídalo. Aplikace fungují a lze je používat samostatně, ale díky <a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">propojení mezi aplikacemi Connection a 3D Detail</a> je možné 3D Detail používat i jako doplňkový výpočet v případě nevyhovujícího posouzení v aplikaci Connection.&nbsp;</p>\n<p>Nyní si projděme podmínky Eurokódu jednu po druhé a možnosti, které nám aplikace nabízejí.&nbsp;</p>\n<h2>Tahová síla</h2>\n<p>Eurokód rozděluje první typ zatížení (<strong>tahovou sílu</strong>) na 6 způsobů porušení kotvy nebo betonového bloku (a, b, c, d, e, f) a další dva pro vyztužené patky (g, h).&nbsp;</p>\n<p>Na obrázku níže schématicky vidíte, jaký typ porušení můžete pomocí aplikace Connection posoudit a jaké chování lze použitím železobetonu, a tedy analýzou v 3D Detailu, pokrýt. IDEA StatiCa Connection používá pro návrh kotev <strong>(CBFEM) </strong>empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.1)<strong>,</strong> zatímco IDEA StatiCa 3D Detail je zcela založena na metodě konečných prvků <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM).</strong></a> Některé možnosti posouzení se tedy v obou aplikacích překrývají, ale vždy jinou metodou.&nbsp;</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Z povahy metod implementovaných v aplikacích vyplývá, že v aplikaci Connection lze uvažovat pouze prostý beton, zatímco <strong>v 3D Detailu lze uvažovat pouze železobetonové patky</strong>.&nbsp;</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Hlavní předpoklady a omezení analýzy pro IDEA StatiCa 3D Detail jsou uvedeny v článku <a href=\"https://www.ideastatica.com/cz/podpora/znama-omezeni-pro-3d-detail\">Známá omezení pro 3D Detail</a>.</p>\n<h4>a) Porušení&nbsp;oceli kotvy</h4>\n<p>V obou aplikacích se ověřuje samotné porušení oceli u tahem zatížených kotev. Pevnost kotvy v tahu se v aplikaci Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>V aplikaci Detail jsou kotvy kontrolovány podle vybraného Eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1.&nbsp;</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>V 3D Detailu se kotvy posuzují jako běžná výztuž podle pracovních diagramů definovaných pro jednotlivé materiály, přičemž se používá hodnota mezního přetvoření&nbsp;maximálně 5% (vypočteno na základě vlivu tahového ztužení).</p>\n<h4>b) Vytržení betonového kužele&nbsp;</h4>\n<p>Vytržení betonového kužele se v aplikaci Connection ověřuje dle níže uvedeného vzorce, posuzuje se však pouze <strong>prostý beton</strong>.&nbsp;</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Proto v případě, že betonový kužel selže, je vhodné přistoupit k IDEA StatiCa 3D Detail, kde je provedena analýza betonového bloku včetně jeho vyztužení. Pevnost betonu v tahu je konzervativně zanedbávána, což znamená, že únosnost při porušení kužele je do značné míry určena stanoveným množstvím výztuže. Na obrázku níže můžete vidět <strong>směry hlavních tlakových napětí</strong>. V pravé části vidíte hodnoty napětí v betonu, které jsou porovnány s mezními hodnotami.&nbsp;</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>&nbsp;c) Vytažení kotvy</h4>\n<p>Tento posudek je v aplikaci Connection proveden pouze pro určité případy (viz první obrázek v tomto článku). U dodatečně instalovaných mechanických kotev je nutné dodatečné posouzení.&nbsp;</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>V 3D Detailu je možné nastavit tzv. <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lepené kotvy</a> a specifikovat návrhovou pevnost v soudržnosti podle jejich technických parametrů. Jak stanovit napětí v soudržnosti je uvedeno v článku&nbsp;<a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>. Na základě těchto parametrů se pak kotvy ověří. (Platí pouze pro železobeton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Kombinace vytažení a porušení betonu u lepených kotev</h4>\n<p>Toto porušení lze zjistit pouze v aplikaci 3D Detail, kde se pomocí metody 3D CSFM posuzují napětí v betonu a kotevní plochy. Kombinovaný mechanismus vytažení a porušení betonu je v 3D Detailu založen na výše definovaných principech a jeho posouzení je součástí kontroly pevnosti betonu a kotvení. (Platí pouze pro železobeton.)</p>\n<h4>e) Rozštěpení betonu</h4>\n<p>V aplikaci Connection není tento způsob porušení možné posoudit. Porušení rozštěpení roznášecí oblasti betonu je obvykle problémem prostého betonu, kde použití výztužení zabraňuje jeho výskytu, proto posouzením vyztužené patky v 3D Detailu je toto porušení automaticky zohledněno. Zároveň je možné v aplikaci Detail zobrazit napětí a přetvoření jak tažené/tlačené výztuže, tak betonu v tlaku.&nbsp;</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Odprýsknutí betonu</h4>\n<p>U prostého betonu je v aplikaci Connection zaveden empirický posudek podle Eurokódu.&nbsp;</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>U vyztužených prvků je možné použít 3D Detail. Porušení betonu při odprýsknutí povrchu betonu je zahrnuto v pevnostní analýze betonu, kde jsou tahová napětí přenášena pouze výztuží (jak již bylo několikrát zmíněno výše).</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených betonových bloků je vyžadováno posouzení přídavné výztuže. Porušení výztuže a kotvy je součástí posouzení výztuže v 3D Detailu.&nbsp;</p>\n<p><strong>g) Porušení oceli výztuže</strong></p>\n<p><strong>h) Porušení kotvení výztuže</strong></p>\n<h2>Zatížení smykem</h2>\n<p>Eurokód rozděluje druhý typ zatížení (<strong>smykovou sílu</strong>) na 4 možné případy porušení kotvy nebo betonového bloku (a, b, c, d) a další dva pro vyztužené patky (e, f).&nbsp;</p>\n<p>Na obrázku níže je <strong>schématicky</strong> znázorněno, jaký typ porušení můžete posoudit pomocí aplikace Connection a také jaké chování lze použitím železobetonu, a tedy i analýzou v 3D Detailu, pokrýt.&nbsp;IDEA StatiCa Connection používá empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.2) <strong>pro návrh kotev </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM).</strong></a> Všechny typy poruch způsobených smykovou silou jsou pokryty v aplikaci Connection. &nbsp;</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>Opět je třeba zdůraznit, že je vyžadován pouze železobeton.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<h4>a) Porušení oceli kotvy, síla bez ramene</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla nepůsobí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>V Detailu jsou kotvy opět posuzovány dle vybraného eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1. U starších verzí uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>b) Porušení oceli kotvy, síla na rameni</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla působí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>Výše uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>c) Vylomení betonu</h4>\n<p>Vylomení betonu smykem zatížených kotev se ověřuje pouze v Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>Smyková únosnost betonu zatíženého třením na styký s patním plechem se pak posuzuje v aplikaci 3D Detail.&nbsp;</p>\n<h4>d) Porušení okraje betonu</h4>\n<p>Porušení okraje betonu u kotvy zatížené smykem se v aplikaci Connection ověřuje pouze pro prostý beton. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Porušení okraje betonu vyztuženého bloku vlivem působení smykové síly lze v aplikaci 3D Detail posoudit.</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených základů je vyžadováno posouzení přídavné výztuže. Porušení výztuže oceli a kotvení je součástí posouzení výztuže v IDEA StatiCa 3D Detail.&nbsp;</p>\n<p><strong>e) Porušení oceli přídavné výztuže</strong></p>\n<p><strong>f) Porušení kotvení přídavné výztuže</strong></p>\n<h2>Závěr</h2>\n<p>Nejvýznamnější výhodu použití aplikace 3D Detail lze nalézt v případech, kdy pro dané zatížení nevyhovuje prostý beton, je nutné zohlednit přídavnou výztuž nebo při posudcích vzájemně se ovlivňujících skupin kotev, které nejsou normou spotihnuty. Všimněte si, že kotvy a smykové zarážky je třeba i nadále posuzovat v aplikaci Connection, ale společně tyto dva softwarové nástroje poskytují komplexní řešení.</p>\n<p>Vzhledem ke způsobu a způsobu provedení aplikace <strong>je 3D Detail vhodný pouze pro vyztužené základy.</strong>&nbsp;</p>\n<p><br>\n</p>"
                                                                  },
                                                                  "regions": {
                                                                    "name": "Region",
                                                                    "type": "taxonomy",
                                                                    "value": [
                                                                      {
                                                                        "name": "CZ/SK",
                                                                        "codename": "cz_sk"
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                                                                    ],
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                                                                            "value": "<p>V IDEA StatiCa Connection lze modelovat a posoudit kotvení v betonovém bloku. Někdy může být užitečné nebo dokonce nezbytné betonový blok vyztužit. Tato funkce bohužel v aplikaci Connection není k dispozici.&nbsp;</p>\n<p>S rozvojem <strong>3D Detailu (BETA),</strong> zaměřeného na kotvení do betonových bloků a analýzu jak kotvících prvků, tak samotného betonového bloku, však máme řešení. Mimo to je vytvořeno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c234ef5c-995b-428f-86c3-828974d8c89e/import3.png\" data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu, mohou pouhým kliknutím na tlačítko importovat svůj model z aplikace Connection do pokročilého 3D Detailu (BETA).</strong></p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export z aplikace Connection je povolen pouze pro třídu Kotvení. Pokud v modelu není žádný betonový blok, tlačítko Detail na kartě Export je deaktivováno.</li>\n  <li>Model v aplikaci Connection je potřeba spočítat. Pokud nejsou k dispozici výsledky, ikona exportu je deaktivována s popiskem: \"Nejprve musíte spočítat svůj model.\"</li>\n  <li>Po výpočtu modelu kotvení je tlačítko exportu povoleno.&nbsp;</li>\n</ul>\n<h3>Jak exportovat kotvení z aplikace Connection do 3D Detailu?</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a model nechte spočítat.</p>\n<figure data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77ac3bc7-d6eb-48cd-8ab6-9f0bd64e385a/import1.png\" data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" alt=\"\"></figure>\n<p>Pokud jsou výsledky k dispozici, export je povolen. Kliknutím na tlačítko \"Detail\" na kartě Export se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru v 3D Detailu.</p>\n<figure data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75b2b536-c7f4-42d2-a89c-2d873b58ef40/import2.png\" data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\" alt=\"\"></figure>\n<p>Po úspěšném exportu se vytvoří projekt v 3D Detailu. <strong>Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do aplikace 3D Detail.</strong> Plošná podpora umístěná na spodním povrchu betonového bloku se vytvoří automaticky.</p>\n<figure data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb5a88a8-9c8a-43ee-97a5-f7c93e84e934/import5.png\" data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" alt=\"\"></figure>\n<p>Nejsložitější částí tohoto procesu je export zatížení. <strong>Pro každý spočtený účinek zatížení v aplikaci Connection se v 3D Detailu automaticky vytvoří příslušný zatěžovací stav a kombinace MSÚ.</strong></p>\n<figure data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f76c00-d18c-40da-9fe4-ccc31af3c6d6/import4.png\" data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" alt=\"\"></figure>\n<ul>\n  <li>Patní deska je zatížena <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>skupina sil.</strong></li>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatěžovány bodovým zatížením. Kotva přenáší pouze tlak a tah. Smyk se přenáší třením mezi betonovým blokem a patní deskou.&nbsp;</li>\n</ul>\n<p>Při importu modelu z aplikace Connection se zatížení vytvoří automaticky. Zatížení kotev je na scéně znázorněno dvojicí šipek v opačném směru.&nbsp;</p>\n<ul>\n  <li>Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy.&nbsp;</li>\n  <li>Druhá šipka představuje tlakovou sílu působící na patní desku.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Pro zatížení samotné patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky získané z modelu kotvení v aplikaci Connection.</p>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<p>Posledním krokem je přidat výztuž do betonového bloku a následně model vypočítat.&nbsp;</p>\n<p><em>Poznámka: Posouzení v 3D Detailu je v současnosti možné provést pouze podle evropských norem.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7837b25_d48e_01ed_b800_867da1b9516a\"></object>\n<p>Více o 3D Detailu jako řešení kotvení do betonu najdete v <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatném článku s poznámkou k vydání</a>.</p>\n<p>Jestliže vaše licence neobsahuje aplikaci Detail, využijte příležitosti a <a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\" data-new-window=\"true\" title=\"get the free Detail testing module\" target=\"_blank\" rel=\"noopener noreferrer\">získejte zdarma testovací modul Detailu</a> s plnou funkcionalitou.</p>\n<p>Vydáno v IDEA StatiCa verzi 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. 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Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. 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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e7a8da0_455f_0101_591f_bc545f1dceb8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n588522c9_7b99_01cd_1062_0fa36aa858bc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e9a272df_fe61_01a0_fb34_5b1e78353eae\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ecd19d3d_3a3e_01e5_a62e_8d47c5eb4bba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c68a16c2_29f5_0161_0f3e_b64dc9f5b683\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd49d225_437c_01fe_80a0_e244844e3de5\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released&nbsp;Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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                                                                                                    "name": "Region",
                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
                                                                                                      {
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                                                                                                        "codename": "cz_sk"
                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
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                                                                                                        "name": "Steel",
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                                                                                                      },
                                                                                                      {
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member design",
                                                                                                        "codename": "member_design"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Reinforced concrete",
                                                                                                        "codename": "reinforced_concrete"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Prestressed concrete",
                                                                                                        "codename": "prestressed_concrete"
                                                                                                      },
                                                                                                      {
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                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [],
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                                                                                                    "type": "taxonomy",
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                                                                                                        "codename": "connection"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 2D",
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member",
                                                                                                        "codename": "member"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Checkbot",
                                                                                                        "codename": "checkbot"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Viewer",
                                                                                                        "codename": "viewer"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "RCS",
                                                                                                        "codename": "rcs"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "IDEA Open Model (API)",
                                                                                                        "codename": "idea_open_model__api_"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "AISC (USA)",
                                                                                                        "codename": "aisc"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "EN (Eurocode)",
                                                                                                        "codename": "eurocode"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "BIM link",
                                                                                                        "codename": "bim_links"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Beam",
                                                                                                        "codename": "beam"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 3D",
                                                                                                        "codename": "detail_3d"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.0",
                                                                                                        "codename": "n23_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.1",
                                                                                                        "codename": "n23_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.0",
                                                                                                        "codename": "n24_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.1",
                                                                                                        "codename": "v24_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v25.0",
                                                                                                        "codename": "v25_0"
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                                                                                                    "type": "modular_content",
                                                                                                    "value": [
                                                                                                      "landing_page___downloads",
                                                                                                      "plugins"
                                                                                                    ],
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                                                                                                        "elements": {
                                                                                                          "title": {
                                                                                                            "name": "Main headline (H1)",
                                                                                                            "type": "text",
                                                                                                            "value": "Produkty ke stažení"
                                                                                                          },
                                                                                                          "subtitle": {
                                                                                                            "name": "Subtitle",
                                                                                                            "type": "text",
                                                                                                            "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                                                                                                          },
                                                                                                          "breadcrumbs_page_title": {
                                                                                                            "name": "Breadcrumbs page title",
                                                                                                            "type": "text",
                                                                                                            "value": ""
                                                                                                          },
                                                                                                          "breadcrumbs_parent": {
                                                                                                            "name": "Breadcrumbs parent",
                                                                                                            "type": "modular_content",
                                                                                                            "value": [],
                                                                                                            "linkedItems": []
                                                                                                          },
                                                                                                          "content": {
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                                                                                                              "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                                                                                                              "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                                                                                                              "untitled_content_item_ce63361",
                                                                                                              "test___collapsible_widget",
                                                                                                              "untitled_content_item_f3cd022"
                                                                                                            ],
                                                                                                            "linkedItems": [
                                                                                                              {
                                                                                                                "elements": {
                                                                                                                  "title": {
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                                                                                                                    "type": "text",
                                                                                                                    "value": "Aktuální verze"
                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                    "linkedItems": [],
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                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
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                                                                                                                      "untitled_content_item_8de7457"
                                                                                                                    ],
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                                                                                                                  "content_bottom": {
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                                                                                                                    "links": [
                                                                                                                      {
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                                                                                                                        "linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
                                                                                                                        "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                                                                                                        "type": "support_center_article"
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                                                                                                                      {
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                                                                                                                        "urlSlug": "opravene-chyby-v-patchich-idea-statica",
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                                                                                                                      {
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                                                                                                                    "name": "Description after",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
                                                                                                                  },
                                                                                                                  "translation__ai_translated": {
                                                                                                                    "name": "AI translated",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                },
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                                                                                                                  "collection": "default",
                                                                                                                  "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "language": "cs-CZ",
                                                                                                                  "lastModified": "2025-12-15T16:21:03.6402035Z",
                                                                                                                  "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "sitemapLocations": [],
                                                                                                                  "type": "widget_downloads_list",
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                                                                                                              {
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                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
                                                                                                                    "value": [
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                                                                                                                  },
                                                                                                                  "content_top": {
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                                                                                                                    "linkedItemCodenames": [],
                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                                                                                                                  },
                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
                                                                                                                    "type": "modular_content",
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                                                                                                                      "test___download_block",
                                                                                                                      "test___download_block_2",
                                                                                                                      "download___idea_statica_older_version_b__copy__dad1ff5",
                                                                                                                      "download___idea_statica_older_version_b__copy_"
                                                                                                                    ],
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                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "region"
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                                                                                                                    "name": "Translation Connector",
                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "languages"
                                                                                                                  },
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
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                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "translation__ai_translated": {
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                                                                                                                  "language": "cs-CZ",
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                                                                                                                  "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
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                                                                                                          },
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                                                                                                            "linkedItems": [],
                                                                                                            "links": [],
                                                                                                            "name": "Shared content",
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                                                                                                          "design": {
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                                                                                                          "metadata__page_title": {
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                                                                                                            "type": "text",
                                                                                                            "value": "Ke stažení"
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                                                                                                            "name": "Page description",
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                                                                                                        },
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                                                                                                          "language": "cs-CZ",
                                                                                                          "lastModified": "2025-12-15T16:21:03.6402035Z",
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                                                                                                          "sitemapLocations": [],
                                                                                                          "type": "landing_page",
                                                                                                          "workflowStep": "published",
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                                                                                                  },
                                                                                                  "attachments__files": {
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                                                                                                    "type": "asset",
                                                                                                    "value": []
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                                                                                                    "name": "Content priority value",
                                                                                                    "type": "number",
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                                                                                                  },
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                                                                                                    "name": "Options",
                                                                                                    "type": "multiple_choice",
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                                                                                                        "codename": "show_navigation"
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                                                                                                    "type": "custom",
                                                                                                    "value": "[\"opravene-chyby-v-patchich-idea-statica\",\"[autogenerated]\"]"
                                                                                                  },
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                                                                                                        "codename": "default"
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                                                                                                    ]
                                                                                                  },
                                                                                                  "content_settings__robots": {
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                                                                                                  },
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                                                                                                    "name": "Hidden nested content",
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                                                                                                  },
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                                                                                                    "type": "text",
                                                                                                    "value": "Opravené chyby v IDEA StatiCa"
                                                                                                  },
                                                                                                  "metadata__page_description": {
                                                                                                    "name": "Page description",
                                                                                                    "type": "text",
                                                                                                    "value": "Seznam vyřešených dotazů podle hlášení našich zákazníků. Nejedná se o kompletní seznam, ale o přehled hlavních vyřešených problémů. "
                                                                                                  },
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                                                                                                    "name": "Page keywords",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "name": "Canonical URL",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "type": "text",
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                                                                                    "value": "<p>IDEA StatiCa představuje Detail (<strong>3D Beta</strong>) pro řešení 3D úloh, jako je kotvení do betonových bloků. Toto řešení umožňuje provést posouzení bez přílišného zjednodušení a získat posudky na základě mezního stavu únosnosti (MSÚ).&nbsp;Metoda implementovaná v IDEA Statica Detail (<strong>3D Beta</strong>) je založena na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">již osvědčené metodě kompatibilního napěťového pole</a>, která byla upravena tak, aby byla schopna řešit 3D problémy (tříosé napětí). Také základní prvek je upraven do třetího rozměru. Základním prvkem představujícím beton je \"betonový blok\" a lze jej deformovat ve všech třech směrech. Abychom umožnili vytvořit komplexní model patek, implementovali jsme entity, jako je <strong>plošná podpora</strong>,<strong> patní deska, kotvy</strong> a <strong>další</strong>. Všechny tyto entity, stejně jako jejich funkčnost, jsou popsány v následujícím článku.</p>\n<h3>Betonový blok</h3>\n<p>Patky lze modelovat díky typu dílce nazvanému \"<strong>Betonový blok</strong>\", jehož geometrii lze definovat dvěma způsoby:</p>\n<ul>\n  <li><strong>Obdélníkový tvar</strong> – Tato možnost je vhodná pro definování patky s obdélníkovou základnou a konstantní výškou. Definování odsazení pro všechny strany bloku také umožňuje modelovat šikmé patky.</li>\n</ul>\n<figure data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d9cfe95-80ea-408c-8159-18deb52c0b4f/uls1.png\" data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" alt=\"\"></figure>\n<ul>\n  <li><strong>Polygonální základna s definovanou výškou</strong> – Druhou možností, jak definovat tvar patky, je definice základního tvaru jako obecného mnohoúhelníku. Není však možné vytvořit šikmou patku, jak je popsáno v předchozí možnosti.</li>\n</ul>\n<figure data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26742aa8-eec3-4d0e-bbeb-aa0577d162e3/uls2.png\" data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" alt=\"\"></figure>\n<h3>Plošné podpory</h3>\n<p>Plošné podepření je jediný možný typ podpory, který lze pro objemový model definovat. Existují dvě možnosti definice tvaru – může být definován buď pro <strong>celou plochu</strong>, nebo jako obecnou plochu, jejíž obrys je určen <strong>křivkou</strong>.</p>\n<figure data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3776949b-ff36-4da3-a846-d657d21c5e86/uls3.png\" data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" alt=\"\"></figure>\n<p>Výhodou plošného podepření je možnost <strong>definovat tuhost a nastavit nelineární chování</strong>, které simuluje kontakt s podložím. Podpory definované obecným tvarem (křivkou) lze použít k simulaci pilot.</p>\n<h3>Zařízení pro přenos zatížení</h3>\n<p>Speciálně pro kotvení byly vyvinuty dva prvky pro přenos zatížení:</p>\n<ul>\n  <li><strong>Patní deska</strong> – Tvar patní desky může být definován jako obdélník nebo obecná křivka. Patní desku lze modelovat s částí sloupu (volba \"Přenos zatížení – sloup\") nebo bez sloupu (volba \"Přenos zatížení – Síly\"). Je-li zvolena &nbsp;možnost \"Přenos zatížení – Síly\", zadefinované zatížení se aplikuje přímo na patní desku. Když je definován ocelový sloup (svým průřezem a délkou), zatížení se aplikuje na horní část sloupu a jeho tuhost pomáhá správně rozložit napětí na základovou desku.</li>\n</ul>\n<figure data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/35bb189e-a836-430d-9510-b31dae550eaf/uls5.png\" data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" alt=\"\"></figure>\n<figure data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25d2a21f-306c-45fc-9cd3-bf10f8a5e977/uls4.png\" data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" alt=\"\"></figure>\n<ul>\n  <li><strong>Jednoduchá kotva</strong> - Jednoduchá kotva je 1D prvek umožňující přenos osového zatížení. Kotva může být automaticky propojena s patní deskou nebo může být zatížena přímo bodovým zatížením*.</li>\n</ul>\n<figure data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be305cad-d537-4b18-9d4a-0b21ac2dc7dd/uls6.png\" data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" alt=\"\"></figure>\n<p>*<em>V BETA verzi platí několik omezení pro kotvy.&nbsp;</em></p>\n<p><em>Kotva přenáší pouze tlak a tah. Smyk, pokud je importován z přípoje, je přenášen třením mezi betonovým blokem a patní deskou. Na kotvu lze působit pouze osovou silou.&nbsp;</em></p>\n<h3>Zatížení</h3>\n<p>Pro snadné použití bylo nezbytné přidat <strong>skupinu sil </strong>a<strong> plošné zatížení</strong>. Celkem podporujeme tři typy zatížení:</p>\n<figure data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7f332b0-8e2c-491c-b533-15d9bb470c81/uls7.png\" data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" alt=\"\"></figure>\n<ul>\n  <li><strong>Plošná zatížení</strong> – Plošné zatížení lze aplikovat na jakýkoli betonový povrch. Může být aplikován na celou plochu nebo jen na její část na určitou plochu, která je určena jejím obrysem (křivkou).</li>\n  <li><strong>Bodové zatížení</strong></li>\n  <li><strong>Skupina sil </strong>– Skupina sil je entita, která definuje několik bodových zatížení působících jako skupina. Může být aplikován na základovou desku nebo na betonový povrch. Tento typ zatížení lze použít k simulaci sil ve svarech, které přenášejí napětí ze sloupu na patní desku.</li>\n</ul>\n<figure data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/280c19c8-1a3a-434b-92b8-a780f5124d54/uls8.png\" data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" alt=\"\"></figure>\n<h3>Výztuž</h3>\n<p>Byl vyvinut nový typ výztuže, který umožňuje dostatečné vyztužení základové patky. <strong>Skupina vložek </strong>poskytuje několik možností pro definici výztuží:</p>\n<ul>\n  <li><strong>Dvěma body</strong></li>\n  <li><strong>Na hraně povrchu</strong> – vytvoří se vrstva výztuže rovnoběžně s vybranou plochou. Uživatel definuje několik vložek ve vrstvě a počet vrstev rovnoběžných s vybraným povrchem.</li>\n</ul>\n<figure data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8f99525-ef19-4b49-83bc-0699c8c0ac29/uls9.png\" data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na hraně povrchu nebo více hranách</strong> – Na hraně povrchu nebo více hran umožňuje modelování vrstev výztuže se složitým tvarem (rovinná křivka vztažená k libovolnému betonovému povrchu). Vrstva je tedy určena pouze jednou výztuží. Lze však definovat několik rovnoběžných vrstev. Krytí betonu lze definovat nezávisle pro každou hranu. Toto je nejlepší možnost modelování třmínků.</li>\n</ul>\n<figure data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fc0e39dc-7395-4e04-9158-f467a646ce10/uls10.png\" data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na křivce</strong> (polylinii)</li>\n</ul>\n<h3>Výsledky</h3>\n<p>Na kartě výsledků najdete tři základní posouzení v souladu s MSÚ (mezní stav únosnosti).</p>\n<figure data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ca7c99b-d48b-4fb1-ac4b-26b81fb37878/sigmac.png\" data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" alt=\"\"></figure>\n<p>Výsledky napětí a přetvoření v betonu a výztuži jsou uvedeny v části <strong>\"Pevnost</strong>\". Napětí v kotevní oblasti a související hodnoty jsou uvedeny v posudku \"<strong>Kotvení</strong>\". Hodnota nelineární deformace je uvedena v posudku \"<strong>Pomocné</strong>\".</p>\n<figure data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0bdb063-b247-4317-82d0-cbe7d9f58118/deformation.png\" data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" alt=\"\"></figure>\n<p>*<em>Vezměte prosím na vědomí, že beta verze kódu ACI je v současné době nedostupná.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>IDEA StatiCa Detail (<strong>3D Beta</strong>) je řešení, které lze použít pro posouzení a analýzu stěn zatížených z roviny a pro modely skládající se ze stěn různých tlouštěk. Řešení představuje ideální kompromis mezi přesným řešením pomocí nelineárních metod na jednoduše vytvořeném modelu a časem výpočtu.</p>\n<h3>Návrh</h3>\n<p>3D Detail vychází z ověřeného a otestovaného 2D Detailu. Jedná se stále o stejné uživatelské prostředí, kde je většina entit zachována tak, aby byla práce s aplikací co nejjednodušší.</p>\n<figure data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03e1f7c8-acb1-4c7a-a58e-32f9cc1fc85c/wall3dbeta.png\" data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" alt=\"\"></figure>\n<p>Uživatel může i nadále modelovat více prvků stěny pomocí šablony nebo importovat geometrii ze souboru .dxf. Kromě toho může ve 3D prostředí nastavit excentricitu stěny \"e<sub>y</sub>\" a také modelovat stěny různých tlouštěk.</p>\n<figure data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f27c8b62-8bfb-4575-8c4b-3a4055b5c481/wall%203D_1.png\" data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" alt=\"\"></figure>\n<p>Výztuž je definována v rovině, podobně jako ve 2D Detailu. Došlo však k vylepšení v definování polohy rozložení výztuže nad tloušťkou stěny.</p>\n<p><strong>Výztuž není možné definovat kolmo k rovině stěny (třmínky).</strong></p>\n<h3>Metoda</h3>\n<p>Přístup použitý v IDEA Statica Detail (3D Beta) je založen na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">osvědčené metodě kompatibilního napěťového pole (CSFM),</a> která je přizpůsobena speciálně pro řešení 3D úloh.</p>\n<p>Pro zkrácení doby výpočtu se na konstrukci stěny aplikuje speciální síť konečných prvků. Ortotropní betonový materiál stěny má rovněž definovanou pevnost v tahu (smyku) ve směru kolmém k rovině stěny. Tato vlastnost umožňuje výpočet modelu stěny bez smykové výztuže.</p>\n<figure data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31c17617-11ed-436f-b934-a650ba6619c3/wall%203d.png\" data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" alt=\"\"></figure>\n<p><strong>To platí pouze pro výpočet stěn.</strong> U <strong>řešení základových patek</strong> není možné přenášet tahové napětí do betonu a veškeré tahové napětí je tedy zachyceno výztuží (i v příčném směru). Pokud vás zajímá 3D detail pro řešení základové patky, pokračujte na <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatný článek s poznámkami k vydání</a>.</p>\n<h3>Výsledky</h3>\n<p>V sekci Výsledky uvidíte tři základní posudky, které jsou v souladu s <strong>kritérii MSÚ (mezní stav únosnosti).</strong></p>\n<figure data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e8d814fd-63b8-49a6-a916-8ce3fe0e644d/wall%20results1.png\" data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" alt=\"\"></figure>\n<p>Napětí a přetvoření související s betonem a výztuží jsou definovány v sekci <strong>\"Pevnost</strong>\". Napětí v soudržnosti a související veličiny jsou podrobně popsány v sekci \"<strong>Kotvení</strong>\". Kromě toho je nelineární deformace poskytnuta v rámci \"<strong>Pomocných</strong>\" výsledků posouzení.</p>\n<figure data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7a68442-dee4-4b88-b535-1eb99608d873/wall%20results2.png\" data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" alt=\"\"></figure>\n<p>K této beta verzi vám poskytujeme předběžný přístup, abyste si ji mohli sami vyzkoušet, zatímco budeme pokračovat v jejím testování v rámci našeho přísného ověřovacího procesu. Přístup k ní mají stávající uživatelé s nejnovější verzí a platným servisem. Pokud splňujete předpoklady, můžete požádat o bezplatný přístup kliknutím na ikonu Beta Detail na pásu karet aplikace Connection, která vás přesměruje na&nbsp;<a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\">tuto vtupní stránku</a>, kde vyplníte formulář, požádáte o připojení k programu Beta a získáte tak bezplatný přístup k 3D Detailu.</p>\n<p><em>Vezměte prosím na vědomí, že beta verze normy ACI je v současné době nedostupná.</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                                    "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                                                                                            "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                                                                                            "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                                                    "value": "<p>Podrobný popis všech voleb a jejich zadání naleznete v následujícím článku:&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Známá omezení&nbsp;</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj a nemůže nahradit inženýrský úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si následující omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do Detailu lze z Connection importovat pouze modely <strong>kotvené přes patní desku přímo uloženou na betonovém povrchu.</strong>&nbsp;</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detail</a></p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                              "[Circular Reference]"
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                                                            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - pokročilá analýza (pouze Eurokód)</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Měřicí nástroj v Connectionu</a></li>\n  <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek projektu a správa materiálů</a></li>\n  <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Vícenásobný výběr a vícenásobné úpravy v Connection</a></li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Rychlá odezva aplikace Connection</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/sprava-polozek-projektu-a-sprava-materialu#analyza-bouleni-pro-kazdou-polozku-projektu\">Výpočty vzpěru v backstage menu</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#Teoreticke-zaklady-v-protokolu-aktualizovany\">Teoretické základy v protokolu v italštině</a> a portugalštině</li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/jak-importovat-plech-z-dxf#Smooth-import-of-plate-shape-from-dxf\">Hladký import plechu z DXF</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\">Vylepšené šablony parametrického návrhu</a></li>\n  <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionální vylepšení</a></li>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Nástroje pro vícenásobnou správu v Checkbotu</a></li>\n  <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametry jsou užitečné pro každého</a></li>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS v nástroji Checkbot</a></li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot připraven pro velké projekty</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\">Export IFC soubouru z Checkbotu</a></li>\n  <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Pokročilé importy spojovacích prostředků z CAD nástrojů</a></li>\n  <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Podporované BIM propojení ve verzi 24.1</a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Nastavení projektu</a></li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Sdílené předvolby napříč aplikacemi</a></li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Jednotné přihlášení (Single sign-on)</a></li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Uživatelské rozhraní nástroje IDEA StatiCa Viewer</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\">Zprávy o využití licencí v uživatelském portálu</a></li>\n</ul>\n<h2>Kompletní seznam novinek k nové verzi</h2>\n<p>Níže si můžete stáhnout <strong>kompletní seznam novinek k verzi </strong>IDEA StatiCa 24.1 ve formátu PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ad5e308_2839_016c_3e2e_7e6aa7a0722d\"></object>"
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                                                                    "value": "<h2>Hlavní vylepšení verze 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n87117aca_4bef_016e_b153_ea18c9699a33\"></object>\n<h2>Posouzení betonových konstrukcí</h2>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail vychází v plné verzi</strong></a> a je připraven pro posouzení <strong>kotvení </strong>s ohledem na <strong>reálnou výztuž</strong> - řešte efektivně kotvení blízko okraje betonu a při velkých tahových silách v kotvách</li>\n  <li>Nová<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>analýza klopení</strong></a> v <strong>aplikaci Beam</strong> a <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>kombinace MSP v Detailu</strong></a> <strong>pro návrh prefabrikovaných dílců</strong>.</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Nové šablony pro 2D Detail</strong></a> &nbsp;- začněte modelovat během několika sekund.</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\"><strong>Parametrické šablony</strong></a> pro standardní nebo opakující se ocelové přípoje. Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                                                                            "value": "<p>Chcete vidět, jak nové <strong>parametrické šablony</strong> zcela nahradí výpočty v excelu? Nebo se chcete podívat jak funguje dlouho očekáváný <strong>nástroj pro měření </strong>v aplikaci Connection? To samozřejmě není všechno, mezi další novinky patří <strong>hromadný výběr</strong> operací, <strong>zrychlení</strong> a doplnění norem.&nbsp;</p>\n<figure data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6639882a-d68e-4ce6-b89e-230feb35f25d/measuring%20tool%200.png\" data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" alt=\"\"></figure>\n<p><strong>3D Detail</strong> je ověřený a připravený pro <strong>návrh kotvení</strong> ve 3D s přihlédnutím ke skutečné výztuži a my vám ukážeme, jak na to! Do aplikace <strong>Detail </strong>byly doplněny šablony pro nejačastější typy konstrukcí, abychom vám ušetřili čas. Ukážeme také, jak nově e efektivně posuzujeme <strong>klopení</strong> v aplikaci Beam. &nbsp;</p>\n<p><strong>Hromadný export IFC do libovolného CAD softwaru</strong> vylepšuje komunikaci s kolegy konstruktéry. Pokud používáte <strong>Hilti PROFIS Engineering</strong>, můžete začít efektivně používat Checkbot s jeho novým HILTI pluginem.&nbsp;</p>\n<p>Náš BIM tým samozřejmě taky nezahálel! <strong>Hromadný návrh a hromadné výpočty</strong> více přípojů zrychlí vaši práci. Díky novému <strong>seskupování podle geometrie a typologie</strong>, se návrh přípojů výrazně zrychluje.&nbsp;</p>\n<p>Všichni rádi sdílejí - Teams, WhatsApp nebo e-mail? Aplikace Viewer je posílena o <strong>sdílení modelů </strong>a <strong>správu odkazů</strong>. Pokud jste ještě neslyšeli o Connection Library, stiskněte <strong>ve Vieweru tlačítko CL</strong> a je to!&nbsp;</p>\n<p>A na závěr třešnička. Pro všechny aplikace jsme sjednotili <strong>nastavení projektu</strong>, abychom ušetřili váš čas.&nbsp;</p>\n<h3>Záznam webináře</h3>"
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                                                            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. Pro hlubší pochopení metody si přečtěte obsáhlé <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické pozadí</a>, které obsahuje hlavní předpoklady, popis materiálového modelu a další.</p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h2>1 Nový projekt</h2>\n<p>Spusťte aplikaci <strong>IDEA StatiCa Connection</strong>. Vše začíná na kartě <strong>Ocel.</strong></p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Výchozí nastavení</strong> topologie kotvení ponechte dle šablony a vytvořte projekt.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Návrh</h2>\n<p>Po vytvoření přípoje z parametrické šablony musíme šablonu rozložit na jednotlivé operace, abychom mohli patku přesunout k okraji betonového bloku.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p><strong>Upravte </strong>operaci <strong>Patní deska</strong>, abyste dosáhli finálního tvaru excentricky zatíženého betonového bloku. <strong>Přenos smykové síly</strong> je nastaven na<strong> Tření</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<ul>\n  <li>Od vydání verze 24.1 je <strong>IDEA StatiCa Detail</strong> v plné verzi pro návrh kotvení ve 3D a s touto novou verzí lze smyk přenášet přes kotvy, smykové zarážky a třením.</li>\n</ul>\n<p><strong>Zadejte vnitřní síly</strong> pro dvouose zatížené kotvení. Ohybové momenty způsobují &nbsp;tlakové napětí ve spáře mezi patní deskou a betonem směrem ke středu základu. Kotvy u okraje betonu jsou tažené. Ve výchozím nastavení se předpokládá <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">potrhaný beton</a>.&nbsp;</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Posudek</h2>\n<p><strong>Přesuňte se</strong> na kartu<strong> Posudek</strong>. Posouzení podle normy prokázalo nevyhovující návrh kotev.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Podívejte se na možné způsoby porušení v tahu, smyku a vzájemné interakci dle <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">normy EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Projděte si posudek kotvení</strong>. <strong>Tím získáte informace o posudcích podle normy, které je třeba provést ručně nebo pomocí jiných metod</strong>, protože v IDEA StatiCa Connection nejsou zahrnuty. Abyste doplnili chybějící posudky, můžete využít například právě aplikaci IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Příčinou selhání <strong>Posudku Kotev </strong>je <strong>vytržení </strong>betonového kužele z prostého betonu. <strong>Toto nevyhovující posouzení lze snadno vyřešit v aplikaci IDEA StatiCa Detail, posouzením s uvažováním betonářské výztuže betonového bloku</strong>.&nbsp;</p>\n<h2>4 Export</h2>\n<p>Aplikace IDEA StatiCa Connection nyní obsahuje výkonné propojení<strong> BIM do Detailu</strong>, které umožňuje návrh a posouzení železobetonových bloků v různých tvarů.</p>\n<p>Předpoklady pro úspěšný export:</p>\n<ul>\n  <li>Model musí být<strong> předem spočítán</strong> a musí <strong>obsahovat výsledky</strong>.</li>\n</ul>\n<p>Vraťte se na kartu <strong>Posudek(1)-&gt;Posouzení železobetonu(2)-&gt;Uložit(3).</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Export je možný pouze pro třídu Kotvení. Export umožňuje přenos:</p>\n<ul>\n  <li><strong>Betonového bloku</strong></li>\n  <li><strong>Kotev</strong></li>\n  <li><strong>Patní desky</strong></li>\n  <li><strong>Zatížení</strong></li>\n</ul>\n<p>Další informace a parametry, které se nastavují podle odpovídajících nastavení v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (prostřednictvím kotev, smykových zarážek nebo třením)&nbsp;</li>\n  <li>Materiály</li>\n  <li>Typ kotev: lepené/na místě zabetonované</li>\n  <li>Koncová úprava kotev: přímá/hák/podložka</li>\n  <li>Koeficient tření</li>\n</ul>\n<h2>5 Návrh</h2>\n<p>V této části můžete upravovat prvky, podpory, zatížení a kombinace a sestavy výztuže.</p>\n<h3>Podpory</h3>\n<p>Podloží má určitou tuhost, kterou je třeba zohlednit pro přesnost výpočtu. <strong>Plošná podpora</strong> umožňuje zohlednit tuhost ve všech třech směrech a ve výchozím, importovaném nastavení <strong>působí pouze v tlaku</strong>.</p>\n<p>Při definování okrajových podmínek buďte opatrní. Pokud jsou ohybové momenty tak vysoké, že dochází k překlopení betonového bloku, nelineární podpora nepřenese během analýzy tahové síly v základové spáře. Dojde k velkým posunům (rotaci bloku) a analýza se zastaví z důvodu divergence. Tahy v základové spáře je pak nutné zachytit betonářskou výztuží pokračující do podpory a podporu nastavit jako působící na tah i tlak. V našem případě k překlopení patky od daného zatížení nedochází a není třeba provádět další úpravy modelu.</p>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Zařízení pro přenos</h3>\n<p>Kotvy jsou převzaty z &nbsp;IDEA StatiCa Connection se všemi zadanými vlastnostmi.&nbsp;</p>\n<p>V aplikaci Detail lze vybrat dva typy kotev.&nbsp;</p>\n<p>Kotvy <strong>na místě zabetonované</strong>:</p>\n<ul>\n  <li>Předem zabetonované kotvy se stejnými vlastnostmi soudržnosti jako betonářská výztuž stanovené dle EC.</li>\n</ul>\n<p>Dodatečně instalované &nbsp;- <strong>chemické kotvy</strong>:</p>\n<ul>\n  <li>Dodatečně instalované (chemické kotvy) s možností <strong>zadání návrhové hodnoty mezní pevnosti v soudržnosti </strong>výztuže a betonu (pevnost vazby).</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Dbejte na správné nastavení <strong>Vzájemného propojení s kotevní deskou</strong>. V případě importu kotvení z aplikace Connection bude Přenos osových sil vypnutý. Důvodem je to, že kotvy jsou přímo zatíženy osovými silami stanovenými výpočtem v aplikaci Connection a tím je zachována integrita mezi oběma aplikacemi. Přenos smyku bude po importu zapnutý. V našem případě ale máme přenos smykových sil nastaven u patní desky na tření. Což je nadřazené a smyk kotvami přenesen nebude. Více si o tom můžete přečíst <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">zde</a>.</p>\n<p>Pokud byste v aplikaci Detail navrhli<a data-item-id=\"9fa87fa6-bc1c-4bc5-85a5-26d7275921db\" href=\"\"> kotvení od začátku</a>, obě možnosti by byly ZAPNUTO. V případě přenosu smyku pouze kotvami (ne třením nebo smykovou zarážkou) je potřeba rozhodnout, které kotvy budou smyk přenášet a dle toho nastavit propojení s kotevní deskou. Tato možnost je v souladu s EC, který předepisuje, že smyk by měl být přisouzen pouze kotvám, které jsou účinné pro posouzení porušení okraje betonu.</p>\n<h3>Vyztužení</h3>\n<p>Nastavte krytí, které bude použito jako výchozí při zadávání výztuže, na 40 mm.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Zvolte <strong>Sestava výztuže(1)--&gt;Skupina vložek 3D(2) </strong>a zadajte <strong>Průměr</strong>, <strong>Vlastnosti</strong> a <strong>Geometrie(3</strong>).</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch.</strong> Všechny ostatní možnosti zůstanou zachovány.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch </strong>a další vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Zatížení a kombinace</h3>\n<p>Zatížení je importováno z aplikace IDEA StatiCa Connection tak, aby byla zachována integrita mezi oběma aplikacemi. Všechny důsledky importu jsou podrobně uvedeny v článku&nbsp;<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do Detailu</a>.&nbsp;</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Kontrola</h2>\n<p><strong>Před spuštěním výpočtu</strong> doporučujeme <strong>změnit násobek výchozí velikosti sítě</strong> na 2 nebo 3, aby se urychlil výpočet. Tento krok není povinný, ale může zkrátit výpočetní čas a pomoci odhalit případné problémy s divergencí. <strong>Pokud vše funguje hladce a nevyskytnou se žádné problémy, můžete přepnout zpět na součinitel sítě jedna</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h3>Výsledky</h3>\n<h4>Ekvivalentní hlavní napětí</h4>\n<p><strong>Ekvivalentní hlavní napětí (EPS)</strong> v betonu se určuje na základě objemového chování betonového bloku. Jsou identifikovány a zvýrazněny oblasti, které jsou vystaveny největšímu namáhání. Aby bylo možné získat představu o trojosé napjatosti na rozdíl od jednoosého tlaku, vypočítá se ekvivalentní napětí pomocí součinitele kappa. 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Deformace poskytne přehled o výsledcích analýzy a pomůže identifikovat případné problémy, které mohly vzniknout během analýzy.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Protokol</h2>\n<p>Nakonec přejděte k <strong>náhledu/tisku protokolu</strong>. Aplikace IDEA StatiCa nabízí plně přizpůsobitelný report, který lze vytisknout nebo uložit v editovatelném formátu.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Posoudili jste celý návrh kotvení pomocí norem EN 1993-1-8 a EN 1992-4. 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                            "value": "<h4>Zatížení</h4>\n<p>Zatěžovací stavy lze definovat stejným způsobem jako u 2D železobetonových prvků. To znamená, že každému zatěžovacímu stavu lze přiřadit buď typ zatížení Stálé nebo Proměnné. Stálé zatěžovací stavy se aplikují na model jako první, po úspěšném výpočtu se aplikují Proměnné zatěžovací stavy.</p>\n<p><strong>Typy zatěžovacích impulsů</strong></p>\n<p>Do každého zatěžovacího stavu lze přidat celkem 4 typy zatěžovacích impulsů.</p>\n<figure data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a74896fa-8195-4964-af34-54c00dc063e1/3D%20Detail%20in%2024.1_12.png\" data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" alt=\"\"></figure>\n<p>Definice <strong>Plošných zatížení</strong> je identická s definicí Plošné podpory. To znamená, že je možné ji specifikovat dvěma způsoby - Celý povrch a Křivka. Zadává se intenzita zatížení ve třech obecných směrech.</p>\n<figure data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c74d25ca-9769-43ab-ada4-689cc6d37c8d/3D%20Detail%20in%2024.1_13.png\" data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" alt=\"\"></figure>\n<p><strong>Skupina sil</strong> je zatěžovací entita, která umožňuje specifikovat síly ve třech směrech kdekoli na modelu pomocí tabulky. Může být vztažena k patní desce nebo k povrchu betonového bloku. Pro tabulkový vstup je možné použít funkci kopírování/vkládání z tabulkového programu.</p>\n<figure data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ce5368-7855-4780-9b4e-81644c7f0efd/3D%20Detail%20in%2024.1_15.png\" data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" alt=\"\"></figure>\n<p><strong>Vlastní tíha</strong> by měla být zahrnuta v každém modelu. Například betonové základy zatížené ohybovým momentem se nebudou tak snadno převracet.</p>\n<p><strong>Bodová zatížení</strong> lze zadat přímo na patní desku se šesti vnitřními silami Fx, Fy, Fz, Mx, My a Mz v obecné poloze.&nbsp;</p>\n<figure data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51aa0fb3-02d6-43a9-af83-0bead2bfc5bd/3D%20Detail%20in%2024.1_14.png\" data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6de9dc19_866a_018d_71ee_d4cd1b08adca\"></object>\n<p>Aplikace této sady sil přímo na deformovatelnou patní desku o reálné tloušťce může vést k nerealistické redistribuci napětí napříč deskou, kotvami a betonem. Při zadávání bodových sil je proto vhodnější použít druhou možnost - sloup.</p>\n<p><strong>Sloup</strong></p>\n<p>Sloup představuje krátkou část ocelového prvku připojenou k patní desce. Je modelován ze<strong> skořepinových prvků </strong>při použití standardní databáze průřezů.</p>\n<figure data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c713daf-8284-43c3-9f27-7fa9bf3cf6aa/stub%20section.png\" data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" alt=\"\"></figure>\n<p><strong>6-složková sada vnitřních sil</strong> (síly a momenty) je aplikována v <strong>jediném bodě</strong> na konci sloupu - tj. ve styčníku.</p>\n<figure data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dac00a1-cae1-4b8a-ba9f-f69efe1685f4/stub%201.png\" data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\" alt=\"\"></figure>\n<p>Vazby <strong>přenášejí síly</strong> na <strong>horní plochu sloupu</strong>, odkud jsou přirozeně <strong>redistribuovány přes sloup</strong> do patní desky, kotev a betonu.</p>\n<figure data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b21d544-b060-4bb4-9a1f-cb7b33bc4b4b/stub%20forces.png\" data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" alt=\"\"></figure>\n<p>Tento přístup zachovává skutečnou tuhost mezi sloupem a deskou a eliminuje potřebu jakékoli ruční redistribuce nebo dodatečných předpokladů.</p>\n<p><em>Sloup je dostupný od verze 25.1.</em></p>\n<h4>Kombinace</h4>\n<p>Protože analýza v IDEA StatiCa Detail je nelineární, používají se takzvané nelineární kombinace. To znamená, že jednotlivé zatěžovací stavy se nepočítají a výsledky se pak nesčítají. Naopak, zatěžovací stavy stejného typu zatížení se sčítají před výpočtem, samozřejmě s příslušnými součiniteli definovanými v kombinacích, a teprve pak se analyzují účinky jednotlivých kombinací. Proto je existence alespoň jedné kombinace předpokladem pro spuštění výpočtu.</p>\n<p>Zatím lze definovat pouze kombinace pro ULS.</p>\n<figure data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d078ad21-98af-4d98-880f-39cae23b551e/3D%20Detail%20in%2024.1_16.png\" data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" alt=\"\"></figure>"
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                            "value": "<h3>Výztuž</h3>\n<p>Model může být vyztužen pomocí <strong>Skupiny vložek 3D</strong>. Tento typ výztuže obsahuje mnoho možností, které si projdeme v následujícím textu. Lze specifikovat 4 typy definic tvaru tyče:</p>\n<ul>\n  <li>Dvěma body</li>\n  <li>Na hraně povrchu</li>\n  <li>Na hraně povrchu na více hranách</li>\n  <li>Na polylinii</li>\n</ul>\n<p>U každého z těchto typů zadání lze specifikovat průměr a materiál včetně způsobu kotvení na začátku a na konci výztuže.</p>\n<p>Definice tvaru výztuže <strong>Dvěma</strong> <strong>body</strong> je zřejmá. Je třeba zadat dvě sady kartézských souřadnic X, Y, Z.</p>\n<figure data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/44d21a6b-2337-42f2-9269-6d462978d252/3D%20Detail%20in%2024.1_17.png\" data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" alt=\"\"></figure>\n<p>Definice <strong>Na hraně povrchu</strong> nabízí mnoho ovládacích prvků pro umístění výztuže do požadované pozice. Výztuž můžete zadávat ve více vrstvách s více pruty v jedné vrstvě, se zadanými vzdálenostmi mezi pruty v rámci vrstvy a mezi jednotlivými vrstvami. Samozřejmě je také nutné specifikovat referenční povrch a hranu. Dále je třeba zadat tloušťku \"Krytí povrchu\", vzhledem k referenčnímu povrchu (od povrchu [1] na obrázku níže). A dále Krytí hrany, které definuje vzdálenost vložek od bočních povrchů (od povrchů [4], [5] a [2] na obrázku níže). Krytí lze zadat jako \"Z Nastavení\" nebo \"Uživatelská hodnota\". Výchozí hodnota krytí (Z Nastavení) pro aktivní položku projektu se nachází v první položce stromu (ve výchozím nastavení nazývané DRM1), což bylo definováno na začátku tohoto článku. Krytí hrany lze nastavit jako jedinečnou hodnotu pro každou skupinu vložek.</p>\n<figure data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3049c8df-96cb-45b4-a358-563dff3b7a57/3D%20Detail%20in%2024.1_18.png\" data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" alt=\"\"></figure>\n<p>A konečně, pro tento typ zadání lze upravit pozici na hraně. Například, jak je znázorněno na obrázku níže, je možné určit výztuž tak, aby se uživatelem definované krytí hrany aplikovalo pouze na spodní plochu [5]. Boční povrchy jsou ovládány prodloužením začátku a konce.</p>\n<figure data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db466f5c-ac90-4f3c-b03d-973d71a6c08a/3D%20Detail%20in%2024.1_19.png\" data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" alt=\"\"></figure>\n<p>Dalším typem definice je <strong>Na povrchu na více hranách</strong>. Zde je možné zadat seznam hran nebo ploch, na které bude výztuž umístěna, spolu s výčtem tlouštěk krycích vrstev pro každou plochu, jak je znázorněno na následujícím obrázku.</p>\n<figure data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5663b6e-2ff9-4747-b43b-5890e78d8457/3D%20Detail%20in%2024.1_20.png\" data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" alt=\"\"></figure>\n<p>Krytí lze také specifikovat pomocí možnosti \"Z Nastavení\", stejně jako u předchozí. Opět je možné odsadit výztuž od referenčního povrchu pomocí \"Krytí povrchu\" a zadat počet a vzdálenost vrstev. Je také možné prodloužit nebo zkrátit konce od prvního a posledního okraje.</p>\n<figure data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/460353ff-98b8-4f6b-b634-d568076e73b6/3D%20Detail%20in%2024.1_21.png\" data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" alt=\"\"></figure>\n<p>Poslední způsob definování výztuže je <strong>Na polylinii</strong>. Stejně jako u výše zmíněných entit modelu lze výztuž zadat pomocí seznamu souřadnic zkopírovaných z tabulkového procesoru. V tomto případě je pro lepší orientaci navíc k dispozici 3D scéna se zobrazenou výztuží, která umožňuje pootáčení kolem dvou os.</p>\n<figure data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff3a99a5-1dff-4519-9ab7-13c4571673f2/3D%20Detail%20in%2024.1_22.png\" data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" alt=\"\"></figure>"
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                            "value": "<h3>Výsledky</h3>\n<p>Zobrazení výsledků je velmi podobné jako u 2D Detailu. Existují však některé zásadní rozdíly, zejména pokud jde o výsledky v betonu. V následující části si projdeme všechny dostupné výsledky a zaměříme se na zmíněné rozdíly. Na záložce Posouzení můžete zobrazit celkem 4 typy výsledků:</p>\n<ul>\n  <li>Souhrn</li>\n  <li>Pevnost</li>\n  <li>Kotvení</li>\n  <li>Pomocný</li>\n</ul>\n<p>Tok napětí v <strong>Souhrnu</strong> vám ukáže vektory hlavních napětí v tlaku v betonu a využití výztuže, aby vám poskytl základní přehled.</p>\n<figure data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/de183739-e602-4d2d-9a44-250b17fae9d1/3D%20Detail%20in%2024.1_25.png\" data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\" alt=\"\"></figure>\n<p>V posouzení <strong>Pevnosti </strong>lze zobrazit intenzity napětí a přetvoření pro výztuž a beton. Na horním pásu karet můžete určit, co se zobrazí. Je také možné zobrazit poměry <em>σ</em><em><sub>c,eq</sub></em><em>/σ</em><em><sub>lim</sub></em> a <em>ε/ε</em><em><sub>lim</sub></em><sub> </sub>, stejně jako plastické přetvoření, úroveň tříosé napjatosti <em>σ</em><em><sub>c3</sub></em><em>/σ</em><em><sub>lim</sub></em> a směr hlavních napětí v betonu. Všechny výsledky v části Pevnost se vztahují k meznímu stavu únosnosti.</p>\n<figure data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7d0e2c6-d03c-4716-88fc-74df1141a075/3D%20Detail%20in%2024.1_26.png\" data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" alt=\"\"></figure>\n<p>Materiály lze přepínat ve vlastnostech.&nbsp;</p>\n<figure data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/414b4dc0-2f7d-4cc7-97ec-81ad3beabf6b/3D%20Detail%20in%2024.1_27.png\" data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" alt=\"\"></figure>\n<p>Můžete si všimnout, že těsně pod tlačenou patní deskou je beton namáhán trojosým tlakem (hydrostatický tlak) a ekvivalentní hlavní napětí <em>σ</em><em><sub>c,eq</sub></em> je zde nulové. Přečtěte si prosím <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické základy</a>, kde je definováno napětí <em>σ</em><em><sub>c,eq</sub></em>. Nebo si můžete projít tento ověřovací článek, kde je tento jev vysvětlen a ověřen pomocí známého tri-axiálního testu.</p>\n<ul>\n  <li><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tříosé napětí – aktivní efekt omezení</strong></a></li>\n</ul>\n<p>Posudek <strong>Kotvení </strong>poskytuje informace o napětí ve spoji a celkové síle působící na výztuž a kotvy.</p>\n<figure data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d55d6e1a-a2fd-4d0b-952b-45f2d843dd87/3D%20Detail%20in%2024.1_31.png\" data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" alt=\"\"></figure>\n<p>V neposlední řadě si můžete v aplikaci prohlédnout <strong>Pomocné </strong>výsledky - hodnoty deformace, stupně vyztužení a tenzorové hodnoty betonu. První položka <strong>Deformace</strong> zobrazuje převýšené deformace nelineárního modelu MSÚ.</p>\n<figure data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dfe1125a-b913-44a9-a3c8-b9f9cf07771f/3D%20Detail%20in%2024.1_32.png\" data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" alt=\"\"></figure>\n<p><strong>Stupeň vyztužení</strong> zobrazuje hodnoty použité pro výpočet efektu Tahového ztužení (tension stiffening).</p>\n<figure data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d4c684-9763-4ef8-be1f-4640190d2f42/3D%20Detail%20in%2024.1_33.png\" data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" alt=\"\"></figure>\n<p>Tenzorové hodnoty v betonu umožňují zobrazit intenzity hlavních napětí v betonu a jejich směr.&nbsp;</p>\n<figure data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36dd29bb-58c1-4757-a5de-af9855d4b89d/3D%20Detail%20in%2024.1_34.png\" data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" alt=\"\"></figure>\n<p>Lze také použít rovinné řezy betonovým blokem pro zobrazení výsledků.</p>\n<figure data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6e196536-83ed-4dc9-a1f8-1d8c4e1d2bb4/3D%20Detail%20in%2024.1_35.png\" data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" alt=\"\"></figure>"
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                                    "value": "<p>Dalo by se říct: \"Prostě navrhněte to, co nám norma výslovně dovoluje.\" Ale takhle to prostě nefunguje, často musíme navrhovat kotvení ve stísněných podmínkách nebo atypy vyplývající z architektonických a jiných požadavků. A tak <strong>kotvení</strong>, která jsou \"na hraně\" (obrazně) vidíme všude kolem nás. Některá kotvení jsou přesně vypočítána a ověřena pokročilejšími metodami (i když to může trvat příliš dlouho). Mnoho případů však pravděpodobně nebylo posouzeno tak důkladně, jak by si zasloužilo. </p>\n<p>IDEA StatiCa již nějakou dobu mění a posouvá vpřed návrh ocelových přípojů, ocelových a betonových prvků a betonových detailů. Nejde jen o zjednodušení zavedených postupů, ale především o inovativní metody, které nám umožňují navrhovat dříve nemyslitelné. Náš nejnovější počin<a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">, vydání<strong> </strong>IDEA StatiCa Detail pro 3D</a>, opět rozšiřuje možnosti navrhování o kousek dál.</p>\n<p>Možná navrhujete kotvení často a chcete návrh zrychlit nebo se spoléháte na zkušenost, ale rádi byste si váš návrh ověřili. V obou případech je tenhle článek určený pro vás.</p>\n<h2>Nové možnosti</h2>\n<p>Pokud se zabýváte kotvením konstrukcí, pravděpodobně vás napadne několik případů, které vám daly zabrat. Zde je několik příkladů, které jsme nedávno identifikovali jako velmi obtížně dosažitelné pomocí standardních postupů. S pomocí našich nástrojů <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> a IDEA StatiCa Detail je však možné je navrhovat v relativně rozumném čase.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Obrázek 1: Vícenásobné kotvení do jednoho betonového bloku</em></p>\n<ul>\n  <li><strong>Kotvení blízko okraje</strong> – Kotvení blízko okraje je téměř nemožné navrhnout bez vyztužení z důvodu selhání betonu (vytržení nebo vylomení kužele a další). Posouzení kotvení do železobetonu je samo o sobě pracné – více podrobností naleznete v tomto článku: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>S návrhem kotvení se již nemusíte trápit</em></a>. Detail (a jeho 3D model) je určen právě pro takové případy, kdy je třeba zohlednit výztuž. Přidáním výztuže můžeme zabránit mechanismům porušení, které by se jinak u prostého betonu vyskytly.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Obrázek 2: Příklady kotvení v blízkosti hrany v aplikaci Connection (včetně ocelových prvků) a Detail (včetně výztuže)</em></p>\n<ul>\n  <li><strong>Více kotevních prvků blízko sebe</strong> – Problém, který máme s několika kotevními prvky blízko u sebe, spočívá v tom, že výtrhové kužely se vzájemně ovlivňují. Žádný návod, jak toto posuzovat neexistuje. V běžně používané literatuře, ať už EN nebo fib guide, najdeme víceméně jen určité podmínky a omezení. Jednoduše nám radí používat dostatečnou vzájemnou vzdálenost, která nám umožňují individuálně posoudit kužely. Ale jakmile se do těchto podmínek nevejdeme, je postup nepoužitelný. Tento případ je také možné řešit aplikací <strong>Detail</strong>.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Obrázek 3: Vícenásobné kotvení do jedné stěny</em></p>\n<ul>\n  <li><strong>Vícenásobné kotvení obecně (například podpora technologického mostu na společném základu)</strong> – Typická situace způsobená zatížením větrem, kdy je jeden sloup příhradové podpěry zatížen tahem a druhý tlakem. Dochází ke vzájemné interakci mezi betonovým kuželem ze skupiny tahových kotev a tlakovým zatížením z druhého sloupu. Pro takový případ Eurokód nenabízí uspokojivé analytické řešení, a to nejen proto, že je ze své podstaty nutné vyztužit betonové základy, takže je nutné použít pokročilejší analýzu, jako je Detail a jeho 3D CSFM.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Obrázek 4: Kotvení potrubního mostu, návrh </em><a href=\"http://www.fevia.cz/\">společnosti FEVIA s.r.o</a></p>\n<ul>\n  <li><strong>Zohlednění stávající výztuže při rekonstrukcích</strong> – Jakékoli rekonstrukce nebo rozšíření mohou být dalším zajímavým příkladem použití kotvení v Detailu, protože v ideálním případě je zahrnuta stávající výztuž.&nbsp;</li>\n</ul>\n<h2>Problémy, které vznikají</h2>\n<p>Shrňme si to:</p>\n<p>Eurokód specifikuje mechanismy porušení pro tah i smyk, pro kotvy a beton:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Obrázek 5: Schéma způsobů&nbsp;porušení –&nbsp;</em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Příručka pro návrh spojů ocel-beton II</em></a></p>\n<p>Norma EN 1992-4 je speciálně určena pro podrobné posouzení <strong>prostého betonu</strong>. Většině těchto porušení betonu lze předejít přidáním výztuže, která je v některých případech dokonce nutná (viz příklady výše). Norma nám však již nedává jasný návod, jak se s tím vypořádat.&nbsp;</p>\n<p>Další problém nastává při vzájemné interakci betonových kuželů – Eurokód a další literatura (<em>fib bulletin 58</em>) uvádějí pouze podmínky, kdy a jak lze tyto kužely posuzovat samostatně.&nbsp;</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Obrázek 6: CEB-FIB: Bulletin 58 – Navrhování kotvení do betonu (2011), kap. 1.2</em></p>\n<p>Víme, jaké problémy se mohou při návrhu vyskytnout, ale co s tím? Navrhnout kotvení pohledem z okna...&nbsp;</p>\n<p>... nebo najít jiné řešení?&nbsp;</p>\n<h2>Řešení&nbsp;</h2>\n<p>Detail dokáže výše uvedené případy vyřešit velmi efektivně. Umožňuje posoudit<strong> vliv výztuže</strong> na únosnost a také umožňuje posoudit<strong> případy, na které se norma nevztahuje</strong>. V kombinaci s aplikací Connection je pak možné získat komplexní standardní posudky pro všechny typy porušení. &nbsp;</p>\n<p>O obou aplikacích již bylo napsáno mnoho, ale určitě neuškodí přidat krátké srovnání a pár zdrojů pro hlubší pochopení těchto metod:&nbsp;</p>\n<ul>\n  <li><strong>IDEA StatiCa Connection</strong> – zaměřeno na posouzení ocelových přípojů, včetně kotvení do betonu. Kotvy jsou posuzovány <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">podle empirických vzorců</a> v souladu s normou. Betonový blok je modelován <em>Winklerovým podložím</em>, takže možné posouzení je <strong>pouze pro prostý beton.</strong></li>\n  <li><strong>IDEA StatiCa Detail</strong> – Model v Detailu je konečně prvkový, a to včetně výztuže. Vzhledem k základnímu předpokladu, že veškeré napětí je přenášeno výztuží (v betonu je tah zanedbáván), je řešení vhodné pouze pro <strong>železobeton</strong>. Pomocí <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> získáme napětí betonu a výztuže/kotev, která jsou vyhodnocena mezními hodnotami z Eurokódu. Kromě toho získáme reálnou představu o chování konstrukce, jako jsou toky napětí a deformace. Metoda 3D CSFM zahrnuje účinky trojosé napjatosti. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Obrázek 4: Porovnání mezi aplikacemi Connection a Detail (vstup a modely)</em></p>\n<p>Jak již bylo řečeno, pro úplné posouzení je zapotřebí kombinace obojího. Pro efektivní práci je umožněn <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">import z Connectionu do Detailu</a>, včetně dalších parametrů a zatížení.&nbsp;</p>\n<p>Abyste pochopili metodu, můžete si přečíst <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>teoretické základy</em>.</a> Chcete-li se seznámit s funkcemi, více se dozvíte v našich <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>novinkách k verzi</em></a>.&nbsp;</p>\n<h2>Co budete dělat?</h2>\n<p>3D Detail (s CSFM) představuje významný krok vpřed, který umožňuje s jistotou navrhovat složitější případy kotvení. Bezpochyby je to nová technologie, ale stejně jako v případě Connection nám umožňuje dosáhnout více než kdykoli předtím – tak proč nevyužít její potenciál?&nbsp;&nbsp;</p>\n<p>V IDEA StatiCa vnímáme kotvení jako pouhý začátek. Je to první úloha, který jsme plně verifikovali, a jsme odhodláni ji v budoucnu rozšiřovat.&nbsp;</p>\n<p>Otázka pro vás je: Chcete být u toho?&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eebe599f_56ea_0126_c3d2_5aa5fef6c229\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e26310e0_94eb_0167_1d43_2c94c7d8c14e\"></object>"
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                                    "value": "<p>Ať už se jedná o omezený prostor pro <a data-item-id=\"59463c40-8535-5ff4-bbae-00bd91ef7bfa\" href=\"\">kotvení</a>, netradiční konstrukční uspořádání, kotvení v blízkosti okraje, potřebu kotvit do nepravidelných tvarů betonové konstrukce nebo požadavek staveniště na provedení předem zabetonovaných desek, tyto speciální případy vyžadují větší pozornost než typická řešení.</p>\n<h3>Jak vlastně stavební inženýři tyto situace řeší?</h3>\n<p>Pokud navrhujete dle normy, čekají vás ruční výpočty, které však nelze aplikovat na atypické případy, a tak do hry vstupuje odhad a inženýrský úsudek.&nbsp; Návrhy vedou často ke zbytečně předimenzovaným patkám a deskám, a to kvůli:</p>\n<ul>\n  <li>vylomení okraje betonu</li>\n  <li>vytržení betonového kužele</li>\n  <li>kombinaci poruch</li>\n</ul>\n<figure data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f2b12c1-2437-49b8-b96b-16bfb6c0687c/Failure%20modes%20of%20headed%20and%20post-installed%20fasteners%20under%20shear%20or%20tension%20load.png\" data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" alt=\"\"></figure>\n<p>Vezměme si například kotvení v blízkosti okraje. Bez výztuže je téměř nemožné splnit normové předpoklady, kvůli vylomení nebo vytržení kužele betonu. Když jsou navíc kotvy blízko sebe, najednou se potýkáte s interakcí kuželů - něčím, co většina předpisů ani neřeší. Co ale dělat, když vaše dispozice prostě neumožňuje dodržet doporučenou geometrii?</p>\n<p><a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">Je třeba zvážit</a> dodatečné <a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">vyztužení</a>. <em>Eurokód 1992-4 - Navrhování betonových konstrukcí - Část 4: Navrhování spojovacích prostředků pro použití v betonu </em>doporučuje stanovit vhodný model vzpěr a táhel.</p>\n<figure data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56b7651a-af9f-403b-a261-570a8b5b7cbc/1992-4%207.2%20Fastening.png\" data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" alt=\"\"></figure>\n<figure data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02c940c4-4beb-4747-bd51-034436d0a8aa/1992-4%207.10%20Fastening.png\" data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" alt=\"\"></figure>\n<p>Co když ale atypický tvar betonového bloku hází klacky pod nohy?</p>\n<h3>Řešení problémů s kotvením nestandardních geometrií betonových bloků</h3>\n<p>Zejména při řešení nepravidelných geometrií nebo jedinečných dispozic, které se vymykají standardním učebnicovým případům, je tento proces nejen časově náročný, ale také ponechává příliš mnoho prostoru pro nejistotu.</p>\n<p>V <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejnovější verzi aplikace IDEA StatiCa</a> jsme přidali nové funkce, které vám pomohou navrhovat a posuzovat jakýkoliv tvar kotvení v&nbsp;souladu s&nbsp;normou.</p>\n<p>Nyní můžete <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">navrhovat a posuzovat téměř jakýkoli tvar betonového bloku</a> pro kotvení. Ať už se jedná o vícestupňovou patku, neobdélníkové kotevní bloky, rozšíření základových pasů nebo atypické architektonické tvary.</p>\n<figure data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba34d6e-04e8-4ee6-a3c8-824645dc772e/Atypical%20shapes.png\" data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" alt=\"\"></figure>\n<h3>Návrh předem zabetonovaných desek s ohledem na výztuž</h3>\n<p>Ve stavebnictví se běžně setkáváme s nosnými konstrukcemi, které obsahují ocelové i betonové prvky. Betonové prvky často hrají klíčovou roli při zajišťování příčné stability ocelové konstrukce. Prvky jsou obvykle propojeny pomocí&nbsp;<a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">předem zabetonovaných desek</a>. Tyto desky nabízejí spolehlivé ukotvení a k tomu je lze vyrobit tak, aby se minimalizovalo vrtání na staveništi. Desky jsou zalícované s betonovým povrchem, což umožňuje čisté a rovné spoje. Jsou také zvláště oblíbené v aplikacích, jako jsou podpůrné systémy fasád, přípoje ocelových rámů v hybridních betonovo-ocelových budovách, podpěry vodicích kolejnic výtahů, kotvení mechanických zařízení, ložiska mostů a spoje prefabrikovaných betonových panelů.</p>\n<p>Ale i když je jejich použití široké, jejich návrh může být výrazně složitější. Osovým silám odolává výztuž v betonu, která je přivařena k ocelové desce a přenáší zatížení prostřednictvím vazby s betonem. Smykovým silám odolávají smykové trny, kotvy nebo smyková oka.</p>\n<p>Návrhová odolnost vložených prvků je velmi závislá na poloze betonářské výztuže, zejména pokud je vložená deska umístěna blízko okraje (nosné fasádní systémy).</p>\n<figure data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/766999ec-9cde-4c42-85ba-863e5bfb25d0/Cast-in%20plate%20-%20position%20of%20reinforcement.png\" data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" alt=\"\"></figure>\n<p>Detail (pomocí CSFM 3D) automaticky zohledňuje výztuž v blízkosti zabetonované desky, což může výrazně zvýšit únosnost. 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                                    "value": "<h2>Hlavní body verze 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e666ebd_0641_01ec_b9ad_031c64e9697b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Navrhujte kotvení do betonu podle vašich potřeb</h2>\n<p>Pokud pravidelně navrhujete kotvení do železobetonu, okamžitě si všimnete nárůstu výkonu. Díky vylepšenému řešiči ve verzi 25.0 lze nyní modely kotvení spočítat za pouhé tři minuty, i když ty stejné dříve trvaly 15 minut. Již nechybí ani předem zabetonované patní desky.</p>\n<p>A nejde jen o rychlost. Nyní máte k dispozici čistší a všestrannější modelovací nástroje. <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Chcete definovat patní desky s výztuží ve tvaru U, L nebo I</a>? Můžete to udělat během několika sekund a výztuž se přizpůsobí podle očekávání. <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Potřebujete vlastní tvar základu nebo víceúrovňovou patku</a>? Použijte booleovské operace k vytvoření přesně toho, co splňuje vaše požadavky.</p>\n<figure data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/736aa3ef-d821-4660-a3cf-5be8e2fd94ac/Boolein_05.png\" data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" alt=\"\"></figure>\n<h2>Zkraťte dobu nastavení pomocí parametrických šablon</h2>\n<p>Ruční vytváření přípojů ocelových&nbsp;konstrukcí od základu nebo procházení starých Excel tabulek vás může zpomalovat. Proto verze 25.0 přináší chytřejší způsob navrhování, s více než 200 připravenými parametrickými šablonami, které můžete vložit do svého projektu pomocí nového <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection wizardu</a>.</p>\n<figure data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.png\" data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" alt=\"\"></figure>\n<p>Vyberte přípoj, upravte vstupy a sledujte, jak se 3D náhled přizpůsobuje v reálném čase. Každá šablona je ověřena a řídí se bezpečnými pravidly. Pokud parametr neodpovídá omezením, dostanete varování. Pokud s IDEA StatiCa teprve začínáte, tyto šablony jsou nejrychlejším způsobem, jak vytvořit spolehlivé návrhy ověřené podle norem.</p>\n<p>Potřebujete větší kontrolu? Můžete libovolnou šablonu \"rozložit\"&nbsp;na upravitelné operace, což vám dává plnou kontrolu nad geometrií, svary, šrouby a všemi prvky. Můžete také vytvářet firemní knihovny pro standardizaci pracovních postupů a vytvářet opakovaně použitelné šablony.</p>\n<h2>Vyberte pouze kritické přípoje v Checkbotu</h2>\n<p>Máte model se stovkami nebo dokonce tisíci uzlů? Nemáte čas opakovat nastavení přípojů jeden po druhém. <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">IDEA StatiCa Checkbot ve verzi 25.0</a> byl vylepšen pro snadné zvládnutí rozsáhlých projektů.</p>\n<figure data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcdcdc0f-f978-415f-8d66-a776df5f5563/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2000a.png\" data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" alt=\"\"></figure>\n<p>Definujte jeden referenční přípoj s vašimi typy prvků a nastavením. Checkbot automaticky seskupí podobné uzly a aplikuje tyto parametry napříč modelem. To znamená, že už nemusíte 50x zadávat stejné informace – stačí jedno nastavení, sdílené napříč konstrukcí.</p>\n<p>Navíc s novým filtrem extrémů zatížení Checkbot z až 1000 účinků zatížení identifikuje kritické případy. Méně výpočetního času, méně rozptýlení a žádné riziko přehlédnutí scénářů, na kterých skutečně záleží. Po dokončení posouzení můžete hromadně generovat protokoly. Vyberte si mezi podrobnými výstupy nebo souhrny a exportujte vše do PDF jedním kliknutím.</p>\n<h2>Globální pracovní postupy</h2>\n<p>Pokud pracujete podle norem ACI nebo spolupracujete globálně, není problém. IDEA StatiCa 25.0 zahrnuje plnou podporu <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI</a>, jak v aplikaci Steel, tak v aplikaci Detail, s terminologií, kterou lze přepínat mezi americkou a britskou angličtinou.</p>\n<p>V Austrálii mohou <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">inženýři nyní pracovat s regionálně specifickými normovými prostředími</a> plně pokrývajícími úkoly pro 2D Detail. A pro inženýry v Číně byla kontrola kotvení podle GB normy aktualizována tak, aby odrážela nejnovější místní požadavky.</p>\n<p>Výrobci prefabrikátů <a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">mohou nyní exportovat předpínací výztuže přímo z Beam do Detail</a>, bez nutnosti přemodelování geometrie a materiálů. Vše v jednom pracovním postupu s <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">RCS nyní kontrolujícím příčné vybočení pro geometrické imperfekce a fáze výstavby</a>.</p>\n<figure data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dee2642-b908-492e-9ae6-f1727c60e720/Export%20from%20BEam%20to%20Detail_04.png\" data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" alt=\"\"></figure>\n<p>Pro kompletní přehled o obsahu IDEA StatiCa verze 25.0 si nezapomeňte prohlédnout <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">poznámky k vydání</a>, stáhnout nejnovější verzi a vyzkoušet si ji sami pomocí odkazu níže. 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                    "value": "<h2>1. Proč se výpočet zastavil předčasně?</h2>\n<p>Stop kritéria (konvergenční kritéria) v metodě 3D CSFM zajišťují zastavení iteračního nelineárního výpočtu na definovaných mezích, viz <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&amp;type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">The solution method and load-control algorithm for 3D CSFM</a> v teoretických základech pro IDEA StatiCa Detail. Ve výchozím nastavení je aktivní možnost \"Přerušit na mezním přetvoření / prokluzu\", díky které je výpočet zastaven, když je dosaženo některého z dále <strong>uvedených kritérií</strong>. Mezní přetvoření se kontroluje u betonu a výztuže a prokluz v případě kotvení. Hodnota mezního přetvoření betonu v tlaku je stanovena na 5 % a v tahu na 7 %. Mezní přetvoření výztuže je omezeno hodnotou 5 %. U kotvení se kontroluje mezní prokluzu kotvy/výztuže vůči betonu.&nbsp;</p>\n<p>Dosažení výše uvedených kritérií a zastavení výpočtu předčasně, tedy před aplikací plného zatížení, může být způsobeno řadou příčin. Nejčastějším důvodem je chybějící výztuž v místech, kde je beton namáhán tahem, který beton nepřenese. Divergence modelu může nastat také díky nesprávnému podepření, které se neřídí zásadami z následujícího bodu 2 a které může vést k nadměrné deformaci. Pokud je však model vytvořen a podepřen správně &nbsp;a výpočet je přesto zastaven předčasně, pak to znamená, že kotvení nevyhovuje zadanému zatížení a je jednoduše přetíženo. Pro kontrolu správného podepření modelu doporučujeme po výpočtu vždy kontrolovat tvar a hodnoty deformace.</p>\n<figure data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac78e48d-ca21-4a2f-8880-4e8772fc9a57/fig_1_CZ.png\" data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" alt=\"\"></figure>\n<h2>2. Jaké typy podpor lze v Detailu použít?</h2>\n<p>V aplikaci Detail lze zadat plošné podpory, a to jak dokonale tuhé, tak s uživatelsky stanovenou tuhostí ve všech směrech. Ve výchozím nastavení jsou podpory zadány jako přenášejí pouze tlak (šedé tlačítko), což může způsobit nestabilitu modelu z hlediska překlopení. Chcete-li, aby podpora přenášela i tah, přepněte tlačítko na bílou. Je však nutné dodržet následující návrhové přístupy:&nbsp;</p>\n<p>1) přístup <strong>Základová patka</strong></p>\n<p>Použijte výchozí nastavení plošné podpory \"přenášející pouze tlak\" a nastavte její tuhost tak, aby odpovídala tuhosti zeminy. Tím simulujete situaci pro základové patky spočívající na zemi. V případě exportu z aplikace IDEA StatiCa Connection nezapomeňte ručně aplikovat vlastní tíhu, protože ta exportována není.</p>\n<p>2) přístup <strong>Výsek konstrukce</strong></p>\n<p>U výseků konstrukce (např. balkonové desky, stěny apod.) je naopak potřeba odříznuté části podepřít i na zachycení tahových reakcí, avšak tyto podpory je nutné doplnit průběžnou výztuží, procházející přes pracovní spáru (řez), která by tyto tahy přenesla. Když průběžná výztuž není do podpory dotažena, beton tahové reakce nepřenese, \"potrhá se\" a dojde např. k nadměrné deformaci modelu. Tím se výpočet opět zastaví předčasně.</p>\n<p>Podrobné informace nejen o podepření v aplikaci Detail, model 3D, naleznete v části <a href=\"https://www.ideastatica.com/cz/podpora/plna-funkcionalita-aplikace-3d-detail\">Plná funkcionalita aplikace Detail 3D</a>.</p>\n<figure data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be0a745-5447-4823-9ce3-799290f12e88/fig_2_CZ.png\" data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" alt=\"\"></figure>\n<h2>3. Proč je důležité dodržovat konstrukční zásady?</h2>\n<p>Jedním z hlavních předpokladů metody 3D CSFM je, že beton v tahu nepůsobí. Proto je <strong>vždy </strong>nutné modelovat <strong>vyztužený</strong> beton. Navržená výztuž by měla odpovídat konstrukčním zásadám stanovených normou (např. pravidla pro přídavnou výztuž pro přenos tahové a smykové síly podle EN 1992-4). V aplikaci Detail, modelu 3D, není posouzení konstrukčních zásad implementováno a je zodpovědností uživatele (inženýra/statika) betonový blok vyztužit správným způsobem.&nbsp;Je potřeba mít na paměti, že stejně jako v klasické příhradové analogii <strong>způsob vyztužení předurčujete způsob vývoje napětí a přenos zatížení.</strong>&nbsp;</p>\n<figure data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8d44f75-f4d6-4214-b307-d4d87da84751/fig_3_CZ.png\" data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" alt=\"\"></figure>\n<h2>4. Jak správně namodelovat přenos smykové síly?</h2>\n<p>Smyková síla zadaná na patní desku může být přenášena třením, kotvami nebo smykovými zarážkami, přičemž jednotlivé metody přenosu smyku nelze vzájemně kombinovat.&nbsp;</p>\n<p>V případě <strong>tření</strong> je nutné zajistit správné pořadí zatěžovacích stavů: nejprve aplikujte přítlak (typ zatěžovacího stavu <em>Stálé</em>), poté smykovou sílu (typ zatěžovacího stavu <em>Proměnné</em>). Pokud tento postup není dodržen, může dojít k nadměrnému posunu patní desky vlivem smyku při nedostatečném přítlaku. &nbsp;Při správné sekvenci zatížení a koeficientu tření nastaveném např. na hodnotu 0,25 pak lze zadanou smykovou sílu přenést při 25 % přítlaku.&nbsp;</p>\n<p>Prostřednictvím <strong>smykových zarážek</strong> se přenáší plná smyková síla, avšak posudek zarážky v IDEA StatiCa Detail není proveden. Samotné posouzení smykových zarážek může být provedeno v IDEA StatiCa Connection a poté může být navržené kotvení importováno do Detailu. Smyková zarážka je s betonem spojena prostřednictvím kontaktů, tj. do betonu se přenáší pouze tlakové napětí a pro přenos smyku se uplatňuje vždy příslušná část zarážky (stojina/příruba).</p>\n<p>U<strong> kotev</strong> může uživatel definovat, které konkrétní kotvy budou účinné pro přenos smyku. Avšak stejně jako v případě zarážek, kotvy nejsou v Detailu na smyk posouzeny. V napětí kotev není zohledněn přírustek napětí od smyku, vykresluje se pouze napětí od osové síly. Posouzení kotev může být opět provedeno v aplikaci IDEA StatiCa Connection. Jinými slovy, IDEA StatiCa Detail&nbsp;slouží k posouzení přenosu zatížení do okolní betonářské výztuže, přenos zatížení z kotvy do betonu se nyní neposuzuje.</p>\n<figure data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13624716-50f2-4d10-906e-859f0c0e63e8/fig_4_CZ.png\" data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" alt=\"\"></figure>\n<h2>5. Jak správně propojit kotvu s patní deskou?</h2>\n<p>Zatížení v aplikaci Detail může být aplikováno buď přímo na kotvy (Fx, Fy, Fz) nebo na patní desku (Fx, Fy, Fz, Mx, My, Mz). Kotvy a patní desky jsou modelovány jako samostatné prvky, které nejsou vzájemně propojeny. Vazba mezi kotvou a patní deskou musí být nastavena ručně, a to jak pro přenos osových sil, tak pro přenos smyku. Tyto vazby jsou vzájemně nezávislé a propojení může být aktivováno pouze pro jeden z typů namáhání (přenos osových a/anebo smykových sil) dle požadavků návrhu a posouzení kotvení.</p>\n<p>Dva přístupy k modelování:</p>\n<ul>\n  <li>Při exportu kotvení z IDEA StatiCa Connection do Detailu (např. viz <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM propojení IDEA StatiCa Connection a Detail - Excentricky zatížené kotvení</a>) je vazba pro přenos osové síly mezi kotvami a patní deskou vypnuta, aby se zabránilo nežádoucímu dodatečnému páčení patní desky (viz obrázek níže).&nbsp;</li>\n  <li>Při modelování \"od nuly\" přímo v IDEA StatiCa Detail musí uživatel naopak aktivovat vazby jak pro přenos smyku, tak pro přenos osových sil, aby se zatížení zadané na patní desku do kotev přeneslo.</li>\n</ul>\n<p>Podrobnější vysvětlení vzájemného propojení kotev s patní deskou naleznete ve webináři nebo v článku <a href=\"https://www.ideastatica.com/cz/podpora/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy pro Detail 3D</a>.</p>\n<figure data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9daa2626-f57c-475a-bcd4-e31d6ecda776/fig_5_CZ.png\" data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" alt=\"\"></figure>\n<h2>6. Jakou tuhost patní desky je potřeba nastavit?</h2>\n<p>Důležité je také nastavení správné tuhosti patní desky. Na obrázku níže jsou porovnány tři modely:&nbsp;</p>\n<ul>\n  <li>měkká patní deska exportovaná z aplikace Connection,&nbsp;</li>\n  <li>měkká patní deska modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky,&nbsp;</li>\n  <li>tuhá patní deska se zvětšenou tloušťkou modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky.&nbsp;</li>\n</ul>\n<p>Výsledky ukázaly, že ohybově měkké patní desky modelované přímo v aplikaci Detail typu 3D způsobují nepřesné rozložení napětí v betonu pod patní deskou, protože dochází k jejímu nadměrnému páčení (chybí ztužující vliv sloupu). Tuhá deska tyto problémy eliminuje a poskytuje výsledky konzistentní s výsledky získanými exportem z aplikace Connection. Výpočtem stanovené síly v kotvách byly srovnatelné u prvního a třetího modelu. V druhém případě byly síly v kotvách nadhodnoceny o více než 30 %, což z něj činí nevhodně sestavený model. 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Proto doporučujeme pro verze 25.1 a vyšší zadávat vnitřní síly na sloup, viz </em><a href=\"https://www.ideastatica.com/cz/podpora/zatizeni-a-kombinace#sloup\"><em>Zárodek sloupu pro přenos zatížení</em></a><em>.</em></p>\n<figure data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84361b92-14ae-4dbe-9c68-0ac7e514fc48/fig_6_CZ_a.png\" data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" alt=\"\"></figure>\n<h2>7. Jak je to s kontaktním napětím?</h2>\n<p>V aplikaci Connection je možné nastavit mezi dvěma plechy tzv. kontakt a zobrazit v nich kontaktní napětí. Je však známým omezením (viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>) exportu kotvení z Connection do Detail, že toto kontaktní napětí není importováno. Důsledkem chybějících účinků odpovídajících kontaktnímu napětí je, že importované síly nejsou na patní desce v rovnováze a dojde k její nadměrné deformaci a tedy předčasnému ukončení výpočtu kvůli divergenci.</p>\n<p>Jak toto omezení obejít?</p>\n<ul>\n  <li>V modelu kotvení v aplikaci Connection se vyhnout použití funkce \"kontakt\". Jedná se o specifickou funkci, která v praxi nastává ve velmi úzkém rozsahu typů přípojů.</li>\n  <li>Pokud je v přípoji kontakt reálně navržen, pak je nutné kotvení zatížit přímo v Detailu (nevyužít exportovaných sil), a to v kombinaci s tuhou patní deskou (viz bod 6).</li>\n</ul>\n<figure data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c590fc0e-0c0e-4890-a5e1-3da8818c7e40/fig_7_CZ.png\" data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" alt=\"\"></figure>\n<h2>8. Proč napětí v soudržnosti dosáhne 99,9 % tak rychle?</h2>\n<p>U většiny modelů dosahuje napětí v soudržnosti 99,9% využití pro velmi nízké úrovně zatížení tahem. Příčinu lze nalézt v pracovním diagramu pro vazbu mezi kotvou/výztuží a betonem, jak je znázorněno na obrázku níže. Vazba velmi rychle dosahuje svého mezního napětí v soudržnosti a jakékoli další zatížení vede k její plastické deformaci.&nbsp;</p>\n<p>Stanovení pevnosti v soudržnosti pro lepené kotvy je popsáno v článku <a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Jak mám nastavit velikost sítě?</h2>\n<p>Kvalita sítě konečných prvků je pro 3D simulace zásadní, zejména u nelineárních výpočtů, protože mj. přímo ovlivňuje dobu výpočtu. Násobitel velikosti konečného prvku, který lze v aplikaci Detail zadat v Nastavení výpočtu, se pohybuje v rozmezí od 0,5 do 5, přičemž nastavená výchozí hodnota je 1. Použití násobitele o velikosti 5 urychluje výpočet, ale výsledky mohou být nepřesné (chyba více než 30 %). Jeho použití je vhodné pro ověření správnosti zadaného modelu a zda např. nedochází k jeho nadměrným deformacím. Po samotné posouzení je víceméně nutné použít násobitel sítě o velikosti 1 pro získání přesnějších hodnot napětí a deformace.&nbsp;</p>\n<p>Stručně řečeno, hrubá síť (vyšší násobitel) se používá pro předběžný návrh, zatímco jemnější síť (nižší násobitel) poskytuje přesnější výsledky, zejména v okolí kotev.</p>\n<figure data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/240cd840-1572-4b89-96c8-5adbf3d6f213/fig_9_CZ.png\" data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> bylo do aplikace Detail přidáno vylepšení tvorby sítě kolem kotev, a to tak, že kolem kotvy vždy dojde k jejímu zjemnění i při nastavení násobitele sítě na jeho horní mez. V případě posouzení kotvení do většího betonového bloku je možné tento násobitel nastavit na hodnotu 5 bez toho, aby došlo ke zkreslení výsledků v oblasti kotvení.</em></p>\n<figure data-asset-id=\"694c2162-0a06-4741-9845-96027f353edf\" data-image-id=\"694c2162-0a06-4741-9845-96027f353edf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b453d50c-d4f0-43fc-8f74-d9b93cbf4ab8/fig_9_CZ_a.png\" data-asset-id=\"694c2162-0a06-4741-9845-96027f353edf\" data-image-id=\"694c2162-0a06-4741-9845-96027f353edf\" alt=\"\"></figure>\n<h2>10. Je možné importovat vícenásobné kotvení?</h2>\n<p>Ano. V aplikaci Connection je možné analyzovat více patních/čelní desek najednou, které jsou však podepřeny \"betonovým blokem\" (ve skutečnosti se jedná o Winklerovo podloží) každá zvlášť. Toto vícenásobné kotvení je možné importovat do aplikace Detail, do které se naimportují všechny zadané betonové bloky, ale uživatel bude upozorněn, že aplikace nepodporuje model s více než jedním blokem, viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>. Uživatel tedy musí odstranit všechny bloky kromě jednoho a všechny patní/čelní desky vztáhnout k tomuto zbývajícímu bloku.&nbsp;</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat více patních desek na jeden existující betonový blok a toto kotvení následně importovat do aplikace Detail. Stále platí, že v aplikaci Detail je podporován pouze jeden betonový blok. Pro vícenásobném kotvení přes hranu betonového bloku platí omezení popsána v článku</em> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>.&nbsp;</p>\n<figure data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83c5bcd2-7759-4ca7-ae19-b84fdbcda042/Multiple%20base%20plates%20on%20one%20block%200.png\" data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" alt=\"\"></figure>\n<h2>Závěr</h2>\n<p>3D CSFM v IDEA StatiCa Detail je výkonný nástroj pro modelování nelineárního chování betonu a výztuže, který zajišťuje shodu s Eurokódem a ACI. Nastavená kritéria zajišťují, že se výpočty zastaví při dosažení kritických mezí deformace, a pro realistické výsledky je nezbytné správné zadání výztuže. Kvalita sítě je zásadní pro přesné simulace, přičemž jemnější sítě poskytují lepší přesnost za cenu delší doby analýzy. Dodatečné vyztužení, přenos smykové síly a správné nastavení exportu jsou také klíčovými faktory pro dosažení přesných návrhů v souladu s normami.</p>\n<p>Pro podrobnější informace se podívejte na webinář <a data-item-id=\"fe18abc4-7d3c-45ac-97e6-002bf87224ef\" href=\"\">10 nejčastějších dotazů k návrhu kotvení ve 3D v aplikaci Detail</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n29be3466_cd29_01db_1c66_14facc168859\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f0563cd1_d2b7_0191_3ee0_9d445a05e7f1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n206ffc14_2b65_01cc_bf5a_b779f6aef349\"></object>"
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            "value": "<h3>Úvod</h3>\n<p>Na začátku tohoto textu je potřeba definovat, k čemu je aplikace určena. V současné verzi jsou vyvinuty nástroje a je ověřeno řešení pouze pro <strong>kotvení ocelových konstrukcí v jednoduchých blocích z vyztuženého betonu.</strong></p>\n<p>Následující text je rozdělen do dvou částí: omezení aplikace a metody 3D CSFM samotné a omezení importu z IDEA StatiCa Connection.</p>\n<h3>Omezení aplikace Detail 3D</h3>\n<h4>Železobeton</h4>\n<p><strong>Metoda 3D CSFM není určena pro prostý nebo slabě vyztužený beton</strong>. V takovém případě může výpočet vést k zavádějícím výsledkům nebo divergenci nelineárního výpočtu.&nbsp;</p>\n<p>Více se dočtete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Hlavní důvod, proč je potřeba modelovat <strong>pouze vyztužený beton</strong>, je zanedbání tahové pevnosti betonu v použité výpočetní metodě 3D CSFM. Všechna tahová napětí tedy musí být přenesena výztuží.</p>\n<p>Dalším důvodem je, že v aplikaci IDEA StatiCa Detail 3D nejsou použity principy lomové mechaniky. Model nesimuluje explicitní šíření trhlin ani nevyužívá parametry betonu definované v lomové mechanice (G_f, K_IC, tvar lomové plochy). Beton je modelován jako tvárný materiál s vodorovnou plastickou větví v tlaku – jakmile je dosaženo mezního tlakového napětí, napětí zůstává konstantní a pouze deformace se dále zvyšují až do předepsané meze. V důsledku toho dokáže Detail 3D zachytit plastické přerozdělení napětí a deformací v D-oblastech, ale explicitně nemodeluje mechanismy křehkého porušení řízené lomovou mechanikou (např. čisté smykové porušení prostého betonu, nestabilní šíření jediné dominantní trhliny atd.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Závěrem lze říci, že modely musí splňovat definici železobetonu uvedenou v mezinárodních normách. Pokud dodržíte konstrukční definované v normách, obdržíte správné výsledky.&nbsp;</p>\n<h4>Mezní stav únosnosti</h4>\n<p>Všechny výpočty a posudky jsou implementovány&nbsp;<strong>pouze pro MSÚ</strong>. Definice materiálových modelů a způsob samotného výpočtu musí být u MSP odlišný. Tento rozdíl můžete vidět v Detailu ve 2D.&nbsp;</p>\n<h4>Tlakové změkčení (tzv. Compression softening)</h4>\n<p>Nejprve si definujme, co je to tlakové změkčení: Beton v tlaku ztrácí pevnost a tuhost, když je současně silně potrhaný v tahu, tj. když jsou přítomna velká příčná tahová napětí.</p>\n<p>V případech, kdy je únosnost určena tlačenou vzpěrou procházející silně potrhaným betonem, má Detail 3D tendenci nadhodnocovat únosnost (tj. být mírně nekonzervativní), pokud je výsledek interpretován přímo jako skutečná mezní únosnost.</p>\n<p>Z těchto důvodů je 3D modul zatím vhodný pouze pro posouzení únosnosti kotvení v jednoduchých železobetonových blocích.</p>\n<p>I když je možné modelovat například pilotové založení s využitím podpor na malé ploše, ověření není spolehlivé, protože změkčující efekt se stává významným, zejména u detailů souvisejících s protlačením. Stejná situace může nastat v případě tenké desky s na ní umístěným sloupem a v dalších podobných případech, kdy není prvek dostatečně vyztužen svislou výztuží.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Pro tyto situace je nutné implementovat změkčení betonu, které je v současnosti dostupné pouze v 2D modulu.&nbsp;<strong>Proto lze 3D modul použít pouze pro kontrolu porušení kolem kotev, kde tento efekt nemá vliv.</strong></p>\n<h4>Posouzení kotev</h4>\n<p>Prvek kotvy je definován tak, že je schopný přenášet osové tahové/tlakové síly stejně jako smykové síly, přičemž je zohledněna ohybová tuhost kotvy, jak je popsáno v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Podporujeme posudky dle příslušných norem (<strong>pouze EN</strong>), proto lze IDEA StatiCa Detail použít samostatně pro posouzení kotvení jako celku (kotvy, výztuž, beton).</p>\n<p>Implementované normy:&nbsp;<strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1.&nbsp;</strong></p>\n<p>Pro posouzení dalších komponent styčníku (svarů, plechů atd.) je potřeba použít IDEA StatiCa Connection, kde můžete provést i kompletní posouzení kotev pro prostý beton. Kotvení v Connection – spolu s aplikovanými silami – lze exportovat do Detailu pro další návrh výztuže.</p>\n<p>Pro <strong>ACI a australskou normu</strong> <strong>nejsou dosud implementovány</strong> normové posudky kotev ve smyku a ve smyku + tahu, proto je vždy nutné pro komplexní normové posudky kotev použít obě aplikace.</p>\n<h4>Překlopení</h4>\n<p>Pokud zadané zatížení způsobí překlopení modelu, model bude počítat až do divergence nebo dosažení kritéria. To obvykle trvá dlouho s následujícím výsledkem:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Zobrazuje se procento přeneseného zatížení před ztrátou stability modelu. V Doplňkových výsledcích je možné zobrazit extrémní deformace.</p>\n<p>Alternativní řešení: Doporučuje se nejprve vypočítat jakýkoli model s Násobkem výchozí velikosti sítě nastaveným na vysokou hodnotu (4-5). Tento násobek lze najít v Nastavení -&gt; Nastavení sítě. Výpočet proběhne rychle a &nbsp;vy budete moci zjistit, zda je problém v překlopení modelu nebo ne.</p>\n<p>Je potřeba zkontrolovat, zda je v zatížení zadána vlastní tíha betonového bloku, která případnému překlopení modelu může zabránit. Pozor, importem z aplikace Connection není vlastní tíha do modelu zadána automaticky, viz text dále.</p>\n<h3>Omezení importu z aplikace Connection</h3>\n<h4>Kontakty</h4>\n<p>Obecně není podporován import sil působících na základovou desku prostřednictvím <strong>kontaktu</strong> s jinou ocelovou deskou. To platí jak pro kontakt hrana-plocha, tak pro typy kontaktů plocha-plocha. Více si přečtěte <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"v tomto článku\">v tomto článku</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Kotvení bez patní desky</h4>\n<p>Pouze modely kotvené přes patní desku mohou být správně importovány do aplikace Detail. Pro modely, kde jsou prvky připojeny k betonovým blokům přímo&nbsp;(např. přes spodní pásnici), je plech prvku s kotvami importován bez zatížení, tj. nejsou importovány silové účinky ze svarů.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Vlastní tíha není přidána automaticky</h4>\n<p>Vlastní tíha není v importovaných zatěžovacích stavech automaticky zahrnuta, musí být dodatečně přidána uživatelem. To může hlavně ovlivnit případy kotvení k základovým patkám, kde neuvážení vlastní tíhy může vést ke ztrátě stability a k překlopení základu, jak je zmíněno v odstavci výše.</p>\n<h4>Nepodporované typy kotvení pro export do Detailu</h4>\n<p>Kotvy s hákem nejsou v Detailu podporovány. V exportovaném souboru bude místo nich použita kotva s podložkou.</p>\n<p>Podložka je modelována jako deskostěnový prvek přímo připojený k dříku kotvy a přenášející zatížení na beton výhradně prostřednictvím tlakového kontaktu. Podložka je modelována lineárně, bez plasticity, a není podrobena posudkům únosnosti. Vzhledem k tomu, že podél dříku je nulová pevnost v soudržnosti, veškeré zatížení se přenáší do betonu prostřednictvím podložky. Více o typech kotev naleznete v článku <a href=\"https://www.ideastatica.com/cz/podpora/jednotlive-kotvy-v-detailu\">Jednotlivé kotvy v Detailu</a>.</p>\n<h4>Nepodporované kombinace kotev</h4>\n<p>Aplikace Detail nepodporuje kombinování spřahovacích trnů nebo výztuže s jinými typy kotev. Tyto typy kotev nebudou zahrnuty do výstupu. Více informací o možnostech kotevních desek naleznete v článku <a href=\"https://preview.ideastatica.com/cz/podpora/moznosti-zadani-kotevni-desky\">Možnosti zadání kotevní desky</a>.</p>\n<h4>Kombinace importovaných zatížení a zatížení zadaných uživatelem</h4>\n<p><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu</strong>. Z důvodů popsaných v&nbsp;<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>. Kotvy se do Detailu naimportují tak, že nejsou s patní deskou propojené na osovou sílu (propojení na smyk je řízeno způsobem přenosu smyku). Pokud v Detailu vytvoříte zatížení aplikované na patní desku, je zřejmé, že zatížení z patní desky nebude do kotev přeneseno.</p>\n<p>Alternativní řešení: Zkopírujte importovanou Položku projektu, odstraňte všechna importovaná zatížení, propojte všechny kotvy s patní deskou na osovou sílu a poté můžete zadat nové zatížení.</p>\n<h4>Více betonových bloků</h4>\n<p>V aplikaci Detail je podporován<strong> pouze jeden betonový blok</strong>. Nicméně betonový blok může být upraven pomocí Negativního tělesa, Roviny řezu a operace Řez. Díky tomu je možné modelovat složitější tvary jako jsou podstavce, rozšíření základových pásů, kotvení v blízkosti otvorů atd.</p>\n<p>Je také možné importovat dva nezávislé betonové bloky z aplikace Connection, které se importují do aplikace Detail jako dvě položky modelu, jež lze dále upravovat pomocí operace Řez.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<h4>Více než jedna kotevní deska v bloku</h4>\n<p>Export více kotevních desek je podporován, ale <strong>nedoporučuje se importovat takzvané kotvení na hraně</strong>.&nbsp;</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>V aplikaci Connection je beton modelován zjednodušeným způsobem pomocí Winklerova podloží. Na druhou stranu je ocelová část nad betonovým blokem modelována podrobně se zohledněním plasticity materiálů. Pro detailnější posouzení železobetonu pod patní deskou je možné exportovat patní desku, kotvy a zatížení do aplikace Detail. Tam je beton modelován plasticky.</p>\n<p>Kotvy jsou exportovány rozpojené pro přenos osové síly a zatížení mezi nimi je nahrazeno dvojicí sil stejné velikost, ale opačného směru (právě kvůli chybějící tuhosti ocelové části nad patní deskou). Proto není možné, aby se osové síly v kotvách změnily, pokud se krycí vrstva v rohu betonového bloku stane plastickou (odprýskne se). Obdobně jsou svary patních desek exportovány rozpojené, přičemž spojení je nahrazeno stejnými, ale opačnými silami. Proto nemůže dojít ke změně napětí na svaru v případě plastizace betonového rohu.</p>\n<p>Z toho vyplývá, že po exportu, ačkoli jsou všechny síly působící na základní desky v rovnováze, nebudou splněny deformační podmínky.</p>\n<p><em>Platí to pro současnou verzi 25.1.2. Může se lišit v předchozích verzích, protože postupně pracujeme na odstranění těchto omezení. Více informací o každé verzi najdete v </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>novinkách k verzi</em></a><em>.</em><br>\n</p>"
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                            "value": "<h3>Úvod</h3>\n<p>3D Detail je v podstatě rozšířením stávající aplikace IDEA StatiCa Detail. Přidává nový typ Model 3D a s tím přichází i implementace metody pro výpočet napěťových polí ve 3D prostoru nazvané 3D CSFM. Výpočty a posudky jsou implementovány pro mezní stav únosnosti.</p>\n<p>Než se pustíme do popisu funkcionalit 3D Detailu, bude dobré upozornit na existenci teoretických základů, kde si můžete přečíst více technických detailů o jednotlivých entitách modelu a samotných výpočtech.</p>\n<ul>\n  <li><a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>IDEA StatiCa Detail – Konstrukční návrh betonových 3D nespojitostí</strong></a></li>\n</ul>\n<p>V prvním kroku si uživatel může na úvodní obrazovce (v průvodci) vybrat nový typ modelu, kde je k dispozici několik šablon, včetně obecné možnosti zadat model od začátku.</p>\n<figure data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b625d4c-9842-4ccc-b10b-89a82bceb111/3D%20Detail%20in%2024.1_1.png\" data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" alt=\"\"></figure>\n<p>Stejně jako u 2D modelů je možné i ve 3D variantě upravit počáteční nastavení v pravé části, jako je Norma návrhu, Materiály a Krytí betonu.</p>\n<p>Po vytvoření ať už prázdného modelu nebo modelu ze šablony jsou k dispozici možnosti známé z prostředí 2D modelování.</p>\n<p>Možnosti pro práci s více Položkami projektu najdete na horním pásu karet, stejně jako nyní standardní tlačítka Zpět/Znovu, možnosti zobrazit Popisy, ovládací prvky pro Obrázky, nastavení Výpočtů a ovládací prvky pro správu Šablon.</p>\n<figure data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d987045a-993e-403c-b17c-e48903b0005a/3D%20Detail%20in%2024.1_3.png\" data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" alt=\"\"></figure>\n<p>Inicializuje se také strom, jehož první položka, ve výchozím nastavení DRM1, obsahuje výchozí nastavení pro aktuální položku projektu. Nad stromem najdete nástroje pro manipulaci s modelem.</p>\n<figure data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3381341d-56a3-49bf-b78c-dff47f501a72/3D%20Detail%20in%2024.1_4.png\" data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" alt=\"\"></figure>"
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                                                    "value": "<h3>Posouzení kotvení v aplikaci Connection</h3>\n<p>Již nějakou dobu lze v aplikaci IDEA StatiCa Connection modelovat a posuzovat kotvení ocelových nosníků/sloupů do betonového bloku. Do nedávno vydané verze 24.1 byla přidána možnost modelování kotev s háky. Pro posouzení různých způsobů porušení kotev a betonu se používají empirické vzorce z Eurokódu (EN 1992-4 a EN 1993-1-8). Vzhledem k chybějícím informacím o některých typech kotev a skutečnosti, že výztuž v betonovém bloku nelze zohlednit, však nelze některé způsoby porušení plně posoudit. Uživatel však je na tuto skutečnost upozorněn.</p>\n<figure data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9755e4c-244b-4015-b72f-e003fede656d/landing_page_1.png\" data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" alt=\"\"></figure>\n<h3>Aplikace 3D Detail</h3>\n<p>Dříve musel uživatel u některých způsobů porušení doplňovat chybějící posudky sám ručními výpočty. Aby se tyto nedostatky odstranily, je nyní možné<strong> exportovat model z aplikace Connection do aplikace 3D Detail.</strong> To zahrnuje přenesení geometrie a parametrů betonového bloku, patní desky a kotev včetně působícího zatíženi. V aplikaci 3D Detail je pak možné do betonového bloku domodelovat výztuž a provést nelineární výpočet metodou konečných prvků (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>Posudky pak nejsou založeny na standardních vzorcích Eurokódu, ale je posouzeno přímo napětí a přetvoření v betonu a ve výztuži stanovené se zohledněním normových charakteristik materiálů.</p>\n<p>V rámci webináře vám na praktické ukázce představíme celý pracovní postup posouzení kotvení a vysvětlíme speficika modelování.</p>\n<h3>A co dál?</h3>\n<p>Přečtěte si více o normovém posouzení kotvení v aplikacích IDEA StatiCa:</p>\n<ul>\n  <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">Propojení IDEA StatiCa Checkbot s Hilti PROFIS</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Teoretické základy výpočtu kotvení v aplikaci IDEA StatiCa Connection</a></li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do 3D Detailu</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h3>Záznam webináře</h3>"
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                                                    "value": "<p>Pevnost v soudržnosti, která se zadává u prvku <strong>Jedna kotva</strong> v Detailu 3D je <strong>návrhová hodnota</strong> pevnosti v soudržnosti lepené (dodatečně instalované) kotvy. Jedná se o klíčový parametr pro návrh kotvení v Detailu 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>Z hlediska EN 1992-4 můžeme návrhovou pevnost v soudržnosti definovat jako τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub>&nbsp;</p>\n<p>γ<sub>Mp</sub>&nbsp; je dílčí součinitel bezpečnosti definovaný v tabulce 4.1 v EN 1992-4</p>\n<p>γ<sub>mp</sub> = γ<sub>mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1,5</p>\n<p><strong>γ</strong><strong><sub>inst&nbsp; </sub></strong>- součinitel zohledňující citlivost dodatečně instalovaných kotev na podmínky při instalaci. Lze nalézt v příslušných evropských technických specifikacích pro konkrétní produkt.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> &nbsp;- je charakteristická pevnost v soudržnosti dodatečně lepené kotvy. &nbsp;Závisí na pevnosti, třídě betonu a stavu betonu – popraskaný vs. nepopraskaný. Lze jej nalézt v certifikátu pro lepící chemickou maltu, například ETA – European Technical Assesment.</p>\n<h3>Příklad</h3>\n<p>Mějme dodatečně lepenou kotvu ze závitové tyče M12&nbsp;a maltu Hilti HIT-HY 200-A V3. Otvor je vyvrtán příklepem. Kotva se instaluje za sucha do betonu C20/25 s trhlinami . Projektovaná životnost je 50 let.</p>\n<p>Nejprve musíme přejít na webovou stránku produktu HIT-HY 200-A <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">zde</a>. Hledáme ETA dokument. Přejděte do části <strong>Technical data</strong> a otevřete dokument PDF Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Na straně 3 tohoto dokumentu naleznete odkazy na příslušné dokumenty ETA.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Otevřete dokument ETA-19/0601, který je pro nás relevantní. Odkaz v prvním řádku tabulky.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>V tabulce C1 tohoto dokumentu naleznete údaje pro <strong>τ</strong><strong><sub>Rk</sub></strong> - charakteristická pevnost v soudržnosti. Konzervativně pro teplotní rozsah II, v našem případě τ<sub>Rk</sub> = 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>V tabulce C1 dokumentu naleznete také relevantní γ<sub>inst </sub>. 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                                                                            "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
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                                                                            "type": "rich_text",
                                                                            "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
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                                                    "name": "Content",
                                                    "type": "rich_text",
                                                    "value": "<p>Podrobný popis všech voleb a jejich zadání naleznete v následujícím článku:&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Známá omezení&nbsp;</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj a nemůže nahradit inženýrský úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si následující omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do Detailu lze z Connection importovat pouze modely <strong>kotvené přes patní desku přímo uloženou na betonovém povrchu.</strong>&nbsp;</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detail</a></p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                            "value": "Spolupráce mezi IDEA StatiCa a Hilti zahrnuje přímé BIM propojení z Checkbotu do Hilti PROFIS Engineering Suite (PE). To umožňuje přenos dat z podporovaných MKP a CAD softwarů třetích stran do PROFIS Enginnering, což zvyšuje efektivitu a zajišťuje přesnější koordinaci."
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                                                            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - pokročilá analýza (pouze Eurokód)</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Měřicí nástroj v Connectionu</a></li>\n  <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek projektu a správa materiálů</a></li>\n  <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Vícenásobný výběr a vícenásobné úpravy v Connection</a></li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Rychlá odezva aplikace Connection</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/sprava-polozek-projektu-a-sprava-materialu#analyza-bouleni-pro-kazdou-polozku-projektu\">Výpočty vzpěru v backstage menu</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#Teoreticke-zaklady-v-protokolu-aktualizovany\">Teoretické základy v protokolu v italštině</a> a portugalštině</li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/jak-importovat-plech-z-dxf#Smooth-import-of-plate-shape-from-dxf\">Hladký import plechu z DXF</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\">Vylepšené šablony parametrického návrhu</a></li>\n  <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionální vylepšení</a></li>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Nástroje pro vícenásobnou správu v Checkbotu</a></li>\n  <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametry jsou užitečné pro každého</a></li>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS v nástroji Checkbot</a></li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot připraven pro velké projekty</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\">Export IFC soubouru z Checkbotu</a></li>\n  <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Pokročilé importy spojovacích prostředků z CAD nástrojů</a></li>\n  <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Podporované BIM propojení ve verzi 24.1</a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Nastavení projektu</a></li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Sdílené předvolby napříč aplikacemi</a></li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Jednotné přihlášení (Single sign-on)</a></li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Uživatelské rozhraní nástroje IDEA StatiCa Viewer</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\">Zprávy o využití licencí v uživatelském portálu</a></li>\n</ul>\n<h2>Kompletní seznam novinek k nové verzi</h2>\n<p>Níže si můžete stáhnout <strong>kompletní seznam novinek k verzi </strong>IDEA StatiCa 24.1 ve formátu PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ad5e308_2839_016c_3e2e_7e6aa7a0722d\"></object>"
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                                                                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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data-rel=\"component\" data-codename=\"n989c6c44_cf64_0179_c028_a64ff48f4166\"></object>\n<h2>Version 21.1.7</h2>\n<p>Released&nbsp;Jan 05, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9407653a_ba5f_012a_f0b4_5e0d7348e19a\"></object>\n<h2>Version 21.1.6</h2>\n<p>Released&nbsp;May 06, 2022</p>\n<p>We improved the way of reserving and releasing license seats in the license pool of your company. 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                                                                    "value": "<h2>Hlavní vylepšení verze 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n87117aca_4bef_016e_b153_ea18c9699a33\"></object>\n<h2>Posouzení betonových konstrukcí</h2>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail vychází v plné verzi</strong></a> a je připraven pro posouzení <strong>kotvení </strong>s ohledem na <strong>reálnou výztuž</strong> - řešte efektivně kotvení blízko okraje betonu a při velkých tahových silách v kotvách</li>\n  <li>Nová<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>analýza klopení</strong></a> v <strong>aplikaci Beam</strong> a <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>kombinace MSP v Detailu</strong></a> <strong>pro návrh prefabrikovaných dílců</strong>.</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Nové šablony pro 2D Detail</strong></a> &nbsp;- začněte modelovat během několika sekund.</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\"><strong>Parametrické šablony</strong></a> pro standardní nebo opakující se ocelové přípoje. Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                                                                            "value": "<p>Chcete vidět, jak nové <strong>parametrické šablony</strong> zcela nahradí výpočty v excelu? Nebo se chcete podívat jak funguje dlouho očekáváný <strong>nástroj pro měření </strong>v aplikaci Connection? To samozřejmě není všechno, mezi další novinky patří <strong>hromadný výběr</strong> operací, <strong>zrychlení</strong> a doplnění norem.&nbsp;</p>\n<figure data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6639882a-d68e-4ce6-b89e-230feb35f25d/measuring%20tool%200.png\" data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" alt=\"\"></figure>\n<p><strong>3D Detail</strong> je ověřený a připravený pro <strong>návrh kotvení</strong> ve 3D s přihlédnutím ke skutečné výztuži a my vám ukážeme, jak na to! Do aplikace <strong>Detail </strong>byly doplněny šablony pro nejačastější typy konstrukcí, abychom vám ušetřili čas. Ukážeme také, jak nově e efektivně posuzujeme <strong>klopení</strong> v aplikaci Beam. &nbsp;</p>\n<p><strong>Hromadný export IFC do libovolného CAD softwaru</strong> vylepšuje komunikaci s kolegy konstruktéry. Pokud používáte <strong>Hilti PROFIS Engineering</strong>, můžete začít efektivně používat Checkbot s jeho novým HILTI pluginem.&nbsp;</p>\n<p>Náš BIM tým samozřejmě taky nezahálel! <strong>Hromadný návrh a hromadné výpočty</strong> více přípojů zrychlí vaši práci. Díky novému <strong>seskupování podle geometrie a typologie</strong>, se návrh přípojů výrazně zrychluje.&nbsp;</p>\n<p>Všichni rádi sdílejí - Teams, WhatsApp nebo e-mail? Aplikace Viewer je posílena o <strong>sdílení modelů </strong>a <strong>správu odkazů</strong>. Pokud jste ještě neslyšeli o Connection Library, stiskněte <strong>ve Vieweru tlačítko CL</strong> a je to!&nbsp;</p>\n<p>A na závěr třešnička. Pro všechny aplikace jsme sjednotili <strong>nastavení projektu</strong>, abychom ušetřili váš čas.&nbsp;</p>\n<h3>Záznam webináře</h3>"
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                                                                            "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. Můžete navrhnout patky a stěny zatížené z roviny a vidět jejich skutečné chování. Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. Toto nahrazuje BEZPLATNÉ CAD pluginy.&nbsp;</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Checkbot je připraven na velké projekty</strong></a>, spolehlivě zvládá importy (&lt;30 s) z modelů s až 1 000 uzly a otevírá je o 50 % rychleji díky vylepšenému zpracování souborů.&nbsp;</li>\n  <li>Cloudová aplikace<strong> </strong><a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\"><strong>Viewer</strong></a> teď zobrazuje zatížení a zlepšila se rychlost načítáni.&nbsp;</li>\n  <li>Zkontrolujte kompatibilitu s vaším softwarem v seznamu <a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\"><strong>podporovaných verzí v 24.0</strong></a></li>\n</ul>\n<h2>Použitelnost a licencování</h2>\n<ul>\n  <li>Vylepšené přihlašování pomocí <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>jednotného přihlašování</strong></a> a vylepšení <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\"><strong>uživatelského portálu</strong></a></li>\n  <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\"><strong>Klávesové zkratky</strong></a> a <strong>nový jazyk</strong> (brazilská portugalština)&nbsp;</li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\"><strong>Sdílená nastavení</strong></a> pro správu napříč projekty a aplikacemi&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\"><strong>Nové chybové hlášky</strong></a> a <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\"><strong>tooltipy</strong></a> s odkazy na centrum podpory</li>\n</ul>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a2021d1c_5fd2_01b2_b70d_1c069cb3256a\"></object>"
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                                                            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. 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Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. 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                                                                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                            "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                                                                    "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                                                                    "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                                                                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h2>1 Nový projekt</h2>\n<p>Spusťte aplikaci <strong>IDEA StatiCa Connection</strong>. Vše začíná na kartě <strong>Ocel.</strong></p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Výchozí nastavení</strong> topologie kotvení ponechte dle šablony a vytvořte projekt.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Návrh</h2>\n<p>Po vytvoření přípoje z parametrické šablony musíme šablonu rozložit na jednotlivé operace, abychom mohli patku přesunout k okraji betonového bloku.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p><strong>Upravte </strong>operaci <strong>Patní deska</strong>, abyste dosáhli finálního tvaru excentricky zatíženého betonového bloku. <strong>Přenos smykové síly</strong> je nastaven na<strong> Tření</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<ul>\n  <li>Od vydání verze 24.1 je <strong>IDEA StatiCa Detail</strong> v plné verzi pro návrh kotvení ve 3D a s touto novou verzí lze smyk přenášet přes kotvy, smykové zarážky a třením.</li>\n</ul>\n<p><strong>Zadejte vnitřní síly</strong> pro dvouose zatížené kotvení. Ohybové momenty způsobují &nbsp;tlakové napětí ve spáře mezi patní deskou a betonem směrem ke středu základu. Kotvy u okraje betonu jsou tažené. Ve výchozím nastavení se předpokládá <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">potrhaný beton</a>.&nbsp;</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Posudek</h2>\n<p><strong>Přesuňte se</strong> na kartu<strong> Posudek</strong>. Posouzení podle normy prokázalo nevyhovující návrh kotev.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Podívejte se na možné způsoby porušení v tahu, smyku a vzájemné interakci dle <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">normy EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Projděte si posudek kotvení</strong>. <strong>Tím získáte informace o posudcích podle normy, které je třeba provést ručně nebo pomocí jiných metod</strong>, protože v IDEA StatiCa Connection nejsou zahrnuty. Abyste doplnili chybějící posudky, můžete využít například právě aplikaci IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Příčinou selhání <strong>Posudku Kotev </strong>je <strong>vytržení </strong>betonového kužele z prostého betonu. <strong>Toto nevyhovující posouzení lze snadno vyřešit v aplikaci IDEA StatiCa Detail, posouzením s uvažováním betonářské výztuže betonového bloku</strong>.&nbsp;</p>\n<h2>4 Export</h2>\n<p>Aplikace IDEA StatiCa Connection nyní obsahuje výkonné propojení<strong> BIM do Detailu</strong>, které umožňuje návrh a posouzení železobetonových bloků v různých tvarů.</p>\n<p>Předpoklady pro úspěšný export:</p>\n<ul>\n  <li>Model musí být<strong> předem spočítán</strong> a musí <strong>obsahovat výsledky</strong>.</li>\n</ul>\n<p>Vraťte se na kartu <strong>Posudek(1)-&gt;Posouzení železobetonu(2)-&gt;Uložit(3).</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Export je možný pouze pro třídu Kotvení. Export umožňuje přenos:</p>\n<ul>\n  <li><strong>Betonového bloku</strong></li>\n  <li><strong>Kotev</strong></li>\n  <li><strong>Patní desky</strong></li>\n  <li><strong>Zatížení</strong></li>\n</ul>\n<p>Další informace a parametry, které se nastavují podle odpovídajících nastavení v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (prostřednictvím kotev, smykových zarážek nebo třením)&nbsp;</li>\n  <li>Materiály</li>\n  <li>Typ kotev: lepené/na místě zabetonované</li>\n  <li>Koncová úprava kotev: přímá/hák/podložka</li>\n  <li>Koeficient tření</li>\n</ul>\n<h2>5 Návrh</h2>\n<p>V této části můžete upravovat prvky, podpory, zatížení a kombinace a sestavy výztuže.</p>\n<h3>Podpory</h3>\n<p>Podloží má určitou tuhost, kterou je třeba zohlednit pro přesnost výpočtu. <strong>Plošná podpora</strong> umožňuje zohlednit tuhost ve všech třech směrech a ve výchozím, importovaném nastavení <strong>působí pouze v tlaku</strong>.</p>\n<p>Při definování okrajových podmínek buďte opatrní. Pokud jsou ohybové momenty tak vysoké, že dochází k překlopení betonového bloku, nelineární podpora nepřenese během analýzy tahové síly v základové spáře. Dojde k velkým posunům (rotaci bloku) a analýza se zastaví z důvodu divergence. Tahy v základové spáře je pak nutné zachytit betonářskou výztuží pokračující do podpory a podporu nastavit jako působící na tah i tlak. V našem případě k překlopení patky od daného zatížení nedochází a není třeba provádět další úpravy modelu.</p>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Zařízení pro přenos</h3>\n<p>Kotvy jsou převzaty z &nbsp;IDEA StatiCa Connection se všemi zadanými vlastnostmi.&nbsp;</p>\n<p>V aplikaci Detail lze vybrat dva typy kotev.&nbsp;</p>\n<p>Kotvy <strong>na místě zabetonované</strong>:</p>\n<ul>\n  <li>Předem zabetonované kotvy se stejnými vlastnostmi soudržnosti jako betonářská výztuž stanovené dle EC.</li>\n</ul>\n<p>Dodatečně instalované &nbsp;- <strong>chemické kotvy</strong>:</p>\n<ul>\n  <li>Dodatečně instalované (chemické kotvy) s možností <strong>zadání návrhové hodnoty mezní pevnosti v soudržnosti </strong>výztuže a betonu (pevnost vazby).</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Dbejte na správné nastavení <strong>Vzájemného propojení s kotevní deskou</strong>. V případě importu kotvení z aplikace Connection bude Přenos osových sil vypnutý. Důvodem je to, že kotvy jsou přímo zatíženy osovými silami stanovenými výpočtem v aplikaci Connection a tím je zachována integrita mezi oběma aplikacemi. Přenos smyku bude po importu zapnutý. V našem případě ale máme přenos smykových sil nastaven u patní desky na tření. Což je nadřazené a smyk kotvami přenesen nebude. Více si o tom můžete přečíst <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">zde</a>.</p>\n<p>Pokud byste v aplikaci Detail navrhli<a data-item-id=\"9fa87fa6-bc1c-4bc5-85a5-26d7275921db\" href=\"\"> kotvení od začátku</a>, obě možnosti by byly ZAPNUTO. V případě přenosu smyku pouze kotvami (ne třením nebo smykovou zarážkou) je potřeba rozhodnout, které kotvy budou smyk přenášet a dle toho nastavit propojení s kotevní deskou. Tato možnost je v souladu s EC, který předepisuje, že smyk by měl být přisouzen pouze kotvám, které jsou účinné pro posouzení porušení okraje betonu.</p>\n<h3>Vyztužení</h3>\n<p>Nastavte krytí, které bude použito jako výchozí při zadávání výztuže, na 40 mm.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Zvolte <strong>Sestava výztuže(1)--&gt;Skupina vložek 3D(2) </strong>a zadajte <strong>Průměr</strong>, <strong>Vlastnosti</strong> a <strong>Geometrie(3</strong>).</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch.</strong> Všechny ostatní možnosti zůstanou zachovány.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch </strong>a další vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Zatížení a kombinace</h3>\n<p>Zatížení je importováno z aplikace IDEA StatiCa Connection tak, aby byla zachována integrita mezi oběma aplikacemi. Všechny důsledky importu jsou podrobně uvedeny v článku&nbsp;<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do Detailu</a>.&nbsp;</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Kontrola</h2>\n<p><strong>Před spuštěním výpočtu</strong> doporučujeme <strong>změnit násobek výchozí velikosti sítě</strong> na 2 nebo 3, aby se urychlil výpočet. Tento krok není povinný, ale může zkrátit výpočetní čas a pomoci odhalit případné problémy s divergencí. <strong>Pokud vše funguje hladce a nevyskytnou se žádné problémy, můžete přepnout zpět na součinitel sítě jedna</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h3>Výsledky</h3>\n<h4>Ekvivalentní hlavní napětí</h4>\n<p><strong>Ekvivalentní hlavní napětí (EPS)</strong> v betonu se určuje na základě objemového chování betonového bloku. Jsou identifikovány a zvýrazněny oblasti, které jsou vystaveny největšímu namáhání. Aby bylo možné získat představu o trojosé napjatosti na rozdíl od jednoosého tlaku, vypočítá se ekvivalentní napětí pomocí součinitele kappa. Další informace o ekvivalentním hlavním napětí jsou k nalezení v tomto článku <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#ultimate-limit-state-checks\">teoretických základů.</a></p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h4>Napětí ve výztuži</h4>\n<p><strong>Při kontrole výztuže</strong> je vidět, že kotva v blízkosti rohu je nejvíce využita.&nbsp;</p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>Při vykreslení Využití výztuže je názorně vidět, která výztuž armokoše se podílí na přenosu zatížení kotvení a brání vytržení betonového kožele.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h4>Kotvení</h4>\n<p>Zkontrolujte výsledky <strong>Kotvení</strong> pomoci <strong>Celkové síly ve vložkách Ftot</strong>. Síly v kotvách se mohou mírně lišit v důsledku rozdílného přístupu k výpočtu betonového bloku. Rozdíly však dosahují zanedbatelných hodnot.&nbsp;</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h4>Deformace</h4>\n<p>Přesuňte se na <strong>Pomocné</strong> a zapněte <strong>Deformace</strong>.</p>\n<p>Pro MSÚ není nutné provádět kontrolu deformace, ale doporučuje se zkontrolovat deformaci po analýze, abyste se ujistili, že nedochází k velké deformaci modelu, velké rotaci nebo poškození konečných prvků. Deformace poskytne přehled o výsledcích analýzy a pomůže identifikovat případné problémy, které mohly vzniknout během analýzy.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Protokol</h2>\n<p>Nakonec přejděte k <strong>náhledu/tisku protokolu</strong>. Aplikace IDEA StatiCa nabízí plně přizpůsobitelný report, který lze vytisknout nebo uložit v editovatelném formátu.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Posoudili jste celý návrh kotvení pomocí norem EN 1993-1-8 a EN 1992-4. 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                                    "value": "<p>Eurokód specifikuje několik způsobů porušení kotev a betonových patek a dále je dělí podle typu zatížení. <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">V IDEA StatiCa Connection</a> jsme dosud mohli kotvy posoudit, ale s určitými omezeními bylo nutné hodnocení provádět ručně.&nbsp;</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Současně nebylo možné počítat s vyztužením betonových bloků. To se nyní mění s aplikací IDEA StatiCa 3D Detail, která přidává další možnosti. IDEA StatiCa 3D Detail nenabízí posouzení tak, jak jsme zvyklí v normě, která definuje posouzení prostého betonu. Pomocí MKP analýzy nyní můžeme ověřit, že železobeton bude vyhovovat zadanému zatížení a bude zabráněno porušení betonu, které by tomuto zatížení odpovídalo. Aplikace fungují a lze je používat samostatně, ale díky <a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">propojení mezi aplikacemi Connection a 3D Detail</a> je možné 3D Detail používat i jako doplňkový výpočet v případě nevyhovujícího posouzení v aplikaci Connection.&nbsp;</p>\n<p>Nyní si projděme podmínky Eurokódu jednu po druhé a možnosti, které nám aplikace nabízejí.&nbsp;</p>\n<h2>Tahová síla</h2>\n<p>Eurokód rozděluje první typ zatížení (<strong>tahovou sílu</strong>) na 6 způsobů porušení kotvy nebo betonového bloku (a, b, c, d, e, f) a další dva pro vyztužené patky (g, h).&nbsp;</p>\n<p>Na obrázku níže schématicky vidíte, jaký typ porušení můžete pomocí aplikace Connection posoudit a jaké chování lze použitím železobetonu, a tedy analýzou v 3D Detailu, pokrýt. IDEA StatiCa Connection používá pro návrh kotev <strong>(CBFEM) </strong>empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.1)<strong>,</strong> zatímco IDEA StatiCa 3D Detail je zcela založena na metodě konečných prvků <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM).</strong></a> Některé možnosti posouzení se tedy v obou aplikacích překrývají, ale vždy jinou metodou.&nbsp;</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Z povahy metod implementovaných v aplikacích vyplývá, že v aplikaci Connection lze uvažovat pouze prostý beton, zatímco <strong>v 3D Detailu lze uvažovat pouze železobetonové patky</strong>.&nbsp;</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Hlavní předpoklady a omezení analýzy pro IDEA StatiCa 3D Detail jsou uvedeny v článku <a href=\"https://www.ideastatica.com/cz/podpora/znama-omezeni-pro-3d-detail\">Známá omezení pro 3D Detail</a>.</p>\n<h4>a) Porušení&nbsp;oceli kotvy</h4>\n<p>V obou aplikacích se ověřuje samotné porušení oceli u tahem zatížených kotev. Pevnost kotvy v tahu se v aplikaci Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>V aplikaci Detail jsou kotvy kontrolovány podle vybraného Eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1.&nbsp;</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>V 3D Detailu se kotvy posuzují jako běžná výztuž podle pracovních diagramů definovaných pro jednotlivé materiály, přičemž se používá hodnota mezního přetvoření&nbsp;maximálně 5% (vypočteno na základě vlivu tahového ztužení).</p>\n<h4>b) Vytržení betonového kužele&nbsp;</h4>\n<p>Vytržení betonového kužele se v aplikaci Connection ověřuje dle níže uvedeného vzorce, posuzuje se však pouze <strong>prostý beton</strong>.&nbsp;</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Proto v případě, že betonový kužel selže, je vhodné přistoupit k IDEA StatiCa 3D Detail, kde je provedena analýza betonového bloku včetně jeho vyztužení. Pevnost betonu v tahu je konzervativně zanedbávána, což znamená, že únosnost při porušení kužele je do značné míry určena stanoveným množstvím výztuže. Na obrázku níže můžete vidět <strong>směry hlavních tlakových napětí</strong>. V pravé části vidíte hodnoty napětí v betonu, které jsou porovnány s mezními hodnotami.&nbsp;</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>&nbsp;c) Vytažení kotvy</h4>\n<p>Tento posudek je v aplikaci Connection proveden pouze pro určité případy (viz první obrázek v tomto článku). U dodatečně instalovaných mechanických kotev je nutné dodatečné posouzení.&nbsp;</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>V 3D Detailu je možné nastavit tzv. <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lepené kotvy</a> a specifikovat návrhovou pevnost v soudržnosti podle jejich technických parametrů. Jak stanovit napětí v soudržnosti je uvedeno v článku&nbsp;<a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>. Na základě těchto parametrů se pak kotvy ověří. (Platí pouze pro železobeton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Kombinace vytažení a porušení betonu u lepených kotev</h4>\n<p>Toto porušení lze zjistit pouze v aplikaci 3D Detail, kde se pomocí metody 3D CSFM posuzují napětí v betonu a kotevní plochy. Kombinovaný mechanismus vytažení a porušení betonu je v 3D Detailu založen na výše definovaných principech a jeho posouzení je součástí kontroly pevnosti betonu a kotvení. (Platí pouze pro železobeton.)</p>\n<h4>e) Rozštěpení betonu</h4>\n<p>V aplikaci Connection není tento způsob porušení možné posoudit. Porušení rozštěpení roznášecí oblasti betonu je obvykle problémem prostého betonu, kde použití výztužení zabraňuje jeho výskytu, proto posouzením vyztužené patky v 3D Detailu je toto porušení automaticky zohledněno. Zároveň je možné v aplikaci Detail zobrazit napětí a přetvoření jak tažené/tlačené výztuže, tak betonu v tlaku.&nbsp;</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Odprýsknutí betonu</h4>\n<p>U prostého betonu je v aplikaci Connection zaveden empirický posudek podle Eurokódu.&nbsp;</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>U vyztužených prvků je možné použít 3D Detail. Porušení betonu při odprýsknutí povrchu betonu je zahrnuto v pevnostní analýze betonu, kde jsou tahová napětí přenášena pouze výztuží (jak již bylo několikrát zmíněno výše).</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených betonových bloků je vyžadováno posouzení přídavné výztuže. Porušení výztuže a kotvy je součástí posouzení výztuže v 3D Detailu.&nbsp;</p>\n<p><strong>g) Porušení oceli výztuže</strong></p>\n<p><strong>h) Porušení kotvení výztuže</strong></p>\n<h2>Zatížení smykem</h2>\n<p>Eurokód rozděluje druhý typ zatížení (<strong>smykovou sílu</strong>) na 4 možné případy porušení kotvy nebo betonového bloku (a, b, c, d) a další dva pro vyztužené patky (e, f).&nbsp;</p>\n<p>Na obrázku níže je <strong>schématicky</strong> znázorněno, jaký typ porušení můžete posoudit pomocí aplikace Connection a také jaké chování lze použitím železobetonu, a tedy i analýzou v 3D Detailu, pokrýt.&nbsp;IDEA StatiCa Connection používá empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.2) <strong>pro návrh kotev </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM).</strong></a> Všechny typy poruch způsobených smykovou silou jsou pokryty v aplikaci Connection. &nbsp;</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>Opět je třeba zdůraznit, že je vyžadován pouze železobeton.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<h4>a) Porušení oceli kotvy, síla bez ramene</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla nepůsobí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>V Detailu jsou kotvy opět posuzovány dle vybraného eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1. U starších verzí uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>b) Porušení oceli kotvy, síla na rameni</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla působí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>Výše uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>c) Vylomení betonu</h4>\n<p>Vylomení betonu smykem zatížených kotev se ověřuje pouze v Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>Smyková únosnost betonu zatíženého třením na styký s patním plechem se pak posuzuje v aplikaci 3D Detail.&nbsp;</p>\n<h4>d) Porušení okraje betonu</h4>\n<p>Porušení okraje betonu u kotvy zatížené smykem se v aplikaci Connection ověřuje pouze pro prostý beton. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Porušení okraje betonu vyztuženého bloku vlivem působení smykové síly lze v aplikaci 3D Detail posoudit.</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených základů je vyžadováno posouzení přídavné výztuže. Porušení výztuže oceli a kotvení je součástí posouzení výztuže v IDEA StatiCa 3D Detail.&nbsp;</p>\n<p><strong>e) Porušení oceli přídavné výztuže</strong></p>\n<p><strong>f) Porušení kotvení přídavné výztuže</strong></p>\n<h2>Závěr</h2>\n<p>Nejvýznamnější výhodu použití aplikace 3D Detail lze nalézt v případech, kdy pro dané zatížení nevyhovuje prostý beton, je nutné zohlednit přídavnou výztuž nebo při posudcích vzájemně se ovlivňujících skupin kotev, které nejsou normou spotihnuty. Všimněte si, že kotvy a smykové zarážky je třeba i nadále posuzovat v aplikaci Connection, ale společně tyto dva softwarové nástroje poskytují komplexní řešení.</p>\n<p>Vzhledem ke způsobu a způsobu provedení aplikace <strong>je 3D Detail vhodný pouze pro vyztužené základy.</strong>&nbsp;</p>\n<p><br>\n</p>"
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                                            "value": "<p>V IDEA StatiCa Connection lze modelovat a posoudit kotvení v betonovém bloku. Někdy může být užitečné nebo dokonce nezbytné betonový blok vyztužit. Tato funkce bohužel v aplikaci Connection není k dispozici.&nbsp;</p>\n<p>S rozvojem <strong>3D Detailu (BETA),</strong> zaměřeného na kotvení do betonových bloků a analýzu jak kotvících prvků, tak samotného betonového bloku, však máme řešení. Mimo to je vytvořeno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c234ef5c-995b-428f-86c3-828974d8c89e/import3.png\" data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu, mohou pouhým kliknutím na tlačítko importovat svůj model z aplikace Connection do pokročilého 3D Detailu (BETA).</strong></p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export z aplikace Connection je povolen pouze pro třídu Kotvení. Pokud v modelu není žádný betonový blok, tlačítko Detail na kartě Export je deaktivováno.</li>\n  <li>Model v aplikaci Connection je potřeba spočítat. Pokud nejsou k dispozici výsledky, ikona exportu je deaktivována s popiskem: \"Nejprve musíte spočítat svůj model.\"</li>\n  <li>Po výpočtu modelu kotvení je tlačítko exportu povoleno.&nbsp;</li>\n</ul>\n<h3>Jak exportovat kotvení z aplikace Connection do 3D Detailu?</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a model nechte spočítat.</p>\n<figure data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77ac3bc7-d6eb-48cd-8ab6-9f0bd64e385a/import1.png\" data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" alt=\"\"></figure>\n<p>Pokud jsou výsledky k dispozici, export je povolen. Kliknutím na tlačítko \"Detail\" na kartě Export se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru v 3D Detailu.</p>\n<figure data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75b2b536-c7f4-42d2-a89c-2d873b58ef40/import2.png\" data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\" alt=\"\"></figure>\n<p>Po úspěšném exportu se vytvoří projekt v 3D Detailu. <strong>Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do aplikace 3D Detail.</strong> Plošná podpora umístěná na spodním povrchu betonového bloku se vytvoří automaticky.</p>\n<figure data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb5a88a8-9c8a-43ee-97a5-f7c93e84e934/import5.png\" data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" alt=\"\"></figure>\n<p>Nejsložitější částí tohoto procesu je export zatížení. <strong>Pro každý spočtený účinek zatížení v aplikaci Connection se v 3D Detailu automaticky vytvoří příslušný zatěžovací stav a kombinace MSÚ.</strong></p>\n<figure data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f76c00-d18c-40da-9fe4-ccc31af3c6d6/import4.png\" data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" alt=\"\"></figure>\n<ul>\n  <li>Patní deska je zatížena <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>skupina sil.</strong></li>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatěžovány bodovým zatížením. Kotva přenáší pouze tlak a tah. Smyk se přenáší třením mezi betonovým blokem a patní deskou.&nbsp;</li>\n</ul>\n<p>Při importu modelu z aplikace Connection se zatížení vytvoří automaticky. Zatížení kotev je na scéně znázorněno dvojicí šipek v opačném směru.&nbsp;</p>\n<ul>\n  <li>Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy.&nbsp;</li>\n  <li>Druhá šipka představuje tlakovou sílu působící na patní desku.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Pro zatížení samotné patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky získané z modelu kotvení v aplikaci Connection.</p>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<p>Posledním krokem je přidat výztuž do betonového bloku a následně model vypočítat.&nbsp;</p>\n<p><em>Poznámka: Posouzení v 3D Detailu je v současnosti možné provést pouze podle evropských norem.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7837b25_d48e_01ed_b800_867da1b9516a\"></object>\n<p>Více o 3D Detailu jako řešení kotvení do betonu najdete v <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatném článku s poznámkou k vydání</a>.</p>\n<p>Jestliže vaše licence neobsahuje aplikaci Detail, využijte příležitosti a <a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\" data-new-window=\"true\" title=\"get the free Detail testing module\" target=\"_blank\" rel=\"noopener noreferrer\">získejte zdarma testovací modul Detailu</a> s plnou funkcionalitou.</p>\n<p>Vydáno v IDEA StatiCa verzi 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                    "value": "Kotvení do železobetonových bloků představuje výzvu, kterou je téměř nemožné přesně vyhodnotit pomocí tradičních metod a vzorců. Tato nutnost vedla k vývoji inovativního přístupu k návrhu a ověřování konstrukčních prvků. "
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                                                    "value": "<p>IDEA StatiCa představuje Detail (<strong>3D Beta</strong>) pro řešení 3D úloh, jako je kotvení do betonových bloků. Toto řešení umožňuje provést posouzení bez přílišného zjednodušení a získat posudky na základě mezního stavu únosnosti (MSÚ).&nbsp;Metoda implementovaná v IDEA Statica Detail (<strong>3D Beta</strong>) je založena na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">již osvědčené metodě kompatibilního napěťového pole</a>, která byla upravena tak, aby byla schopna řešit 3D problémy (tříosé napětí). Také základní prvek je upraven do třetího rozměru. Základním prvkem představujícím beton je \"betonový blok\" a lze jej deformovat ve všech třech směrech. Abychom umožnili vytvořit komplexní model patek, implementovali jsme entity, jako je <strong>plošná podpora</strong>,<strong> patní deska, kotvy</strong> a <strong>další</strong>. Všechny tyto entity, stejně jako jejich funkčnost, jsou popsány v následujícím článku.</p>\n<h3>Betonový blok</h3>\n<p>Patky lze modelovat díky typu dílce nazvanému \"<strong>Betonový blok</strong>\", jehož geometrii lze definovat dvěma způsoby:</p>\n<ul>\n  <li><strong>Obdélníkový tvar</strong> – Tato možnost je vhodná pro definování patky s obdélníkovou základnou a konstantní výškou. Definování odsazení pro všechny strany bloku také umožňuje modelovat šikmé patky.</li>\n</ul>\n<figure data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d9cfe95-80ea-408c-8159-18deb52c0b4f/uls1.png\" data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" alt=\"\"></figure>\n<ul>\n  <li><strong>Polygonální základna s definovanou výškou</strong> – Druhou možností, jak definovat tvar patky, je definice základního tvaru jako obecného mnohoúhelníku. Není však možné vytvořit šikmou patku, jak je popsáno v předchozí možnosti.</li>\n</ul>\n<figure data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26742aa8-eec3-4d0e-bbeb-aa0577d162e3/uls2.png\" data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" alt=\"\"></figure>\n<h3>Plošné podpory</h3>\n<p>Plošné podepření je jediný možný typ podpory, který lze pro objemový model definovat. Existují dvě možnosti definice tvaru – může být definován buď pro <strong>celou plochu</strong>, nebo jako obecnou plochu, jejíž obrys je určen <strong>křivkou</strong>.</p>\n<figure data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3776949b-ff36-4da3-a846-d657d21c5e86/uls3.png\" data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" alt=\"\"></figure>\n<p>Výhodou plošného podepření je možnost <strong>definovat tuhost a nastavit nelineární chování</strong>, které simuluje kontakt s podložím. Podpory definované obecným tvarem (křivkou) lze použít k simulaci pilot.</p>\n<h3>Zařízení pro přenos zatížení</h3>\n<p>Speciálně pro kotvení byly vyvinuty dva prvky pro přenos zatížení:</p>\n<ul>\n  <li><strong>Patní deska</strong> – Tvar patní desky může být definován jako obdélník nebo obecná křivka. Patní desku lze modelovat s částí sloupu (volba \"Přenos zatížení – sloup\") nebo bez sloupu (volba \"Přenos zatížení – Síly\"). Je-li zvolena &nbsp;možnost \"Přenos zatížení – Síly\", zadefinované zatížení se aplikuje přímo na patní desku. Když je definován ocelový sloup (svým průřezem a délkou), zatížení se aplikuje na horní část sloupu a jeho tuhost pomáhá správně rozložit napětí na základovou desku.</li>\n</ul>\n<figure data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/35bb189e-a836-430d-9510-b31dae550eaf/uls5.png\" data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" alt=\"\"></figure>\n<figure data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25d2a21f-306c-45fc-9cd3-bf10f8a5e977/uls4.png\" data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" alt=\"\"></figure>\n<ul>\n  <li><strong>Jednoduchá kotva</strong> - Jednoduchá kotva je 1D prvek umožňující přenos osového zatížení. Kotva může být automaticky propojena s patní deskou nebo může být zatížena přímo bodovým zatížením*.</li>\n</ul>\n<figure data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be305cad-d537-4b18-9d4a-0b21ac2dc7dd/uls6.png\" data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" alt=\"\"></figure>\n<p>*<em>V BETA verzi platí několik omezení pro kotvy.&nbsp;</em></p>\n<p><em>Kotva přenáší pouze tlak a tah. Smyk, pokud je importován z přípoje, je přenášen třením mezi betonovým blokem a patní deskou. Na kotvu lze působit pouze osovou silou.&nbsp;</em></p>\n<h3>Zatížení</h3>\n<p>Pro snadné použití bylo nezbytné přidat <strong>skupinu sil </strong>a<strong> plošné zatížení</strong>. Celkem podporujeme tři typy zatížení:</p>\n<figure data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7f332b0-8e2c-491c-b533-15d9bb470c81/uls7.png\" data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" alt=\"\"></figure>\n<ul>\n  <li><strong>Plošná zatížení</strong> – Plošné zatížení lze aplikovat na jakýkoli betonový povrch. Může být aplikován na celou plochu nebo jen na její část na určitou plochu, která je určena jejím obrysem (křivkou).</li>\n  <li><strong>Bodové zatížení</strong></li>\n  <li><strong>Skupina sil </strong>– Skupina sil je entita, která definuje několik bodových zatížení působících jako skupina. Může být aplikován na základovou desku nebo na betonový povrch. Tento typ zatížení lze použít k simulaci sil ve svarech, které přenášejí napětí ze sloupu na patní desku.</li>\n</ul>\n<figure data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/280c19c8-1a3a-434b-92b8-a780f5124d54/uls8.png\" data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" alt=\"\"></figure>\n<h3>Výztuž</h3>\n<p>Byl vyvinut nový typ výztuže, který umožňuje dostatečné vyztužení základové patky. <strong>Skupina vložek </strong>poskytuje několik možností pro definici výztuží:</p>\n<ul>\n  <li><strong>Dvěma body</strong></li>\n  <li><strong>Na hraně povrchu</strong> – vytvoří se vrstva výztuže rovnoběžně s vybranou plochou. Uživatel definuje několik vložek ve vrstvě a počet vrstev rovnoběžných s vybraným povrchem.</li>\n</ul>\n<figure data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8f99525-ef19-4b49-83bc-0699c8c0ac29/uls9.png\" data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na hraně povrchu nebo více hranách</strong> – Na hraně povrchu nebo více hran umožňuje modelování vrstev výztuže se složitým tvarem (rovinná křivka vztažená k libovolnému betonovému povrchu). Vrstva je tedy určena pouze jednou výztuží. Lze však definovat několik rovnoběžných vrstev. Krytí betonu lze definovat nezávisle pro každou hranu. Toto je nejlepší možnost modelování třmínků.</li>\n</ul>\n<figure data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fc0e39dc-7395-4e04-9158-f467a646ce10/uls10.png\" data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na křivce</strong> (polylinii)</li>\n</ul>\n<h3>Výsledky</h3>\n<p>Na kartě výsledků najdete tři základní posouzení v souladu s MSÚ (mezní stav únosnosti).</p>\n<figure data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ca7c99b-d48b-4fb1-ac4b-26b81fb37878/sigmac.png\" data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" alt=\"\"></figure>\n<p>Výsledky napětí a přetvoření v betonu a výztuži jsou uvedeny v části <strong>\"Pevnost</strong>\". Napětí v kotevní oblasti a související hodnoty jsou uvedeny v posudku \"<strong>Kotvení</strong>\". Hodnota nelineární deformace je uvedena v posudku \"<strong>Pomocné</strong>\".</p>\n<figure data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0bdb063-b247-4317-82d0-cbe7d9f58118/deformation.png\" data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" alt=\"\"></figure>\n<p>*<em>Vezměte prosím na vědomí, že beta verze kódu ACI je v současné době nedostupná.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                            "value": "<p>IDEA StatiCa Detail (<strong>3D Beta</strong>) je řešení, které lze použít pro posouzení a analýzu stěn zatížených z roviny a pro modely skládající se ze stěn různých tlouštěk. Řešení představuje ideální kompromis mezi přesným řešením pomocí nelineárních metod na jednoduše vytvořeném modelu a časem výpočtu.</p>\n<h3>Návrh</h3>\n<p>3D Detail vychází z ověřeného a otestovaného 2D Detailu. Jedná se stále o stejné uživatelské prostředí, kde je většina entit zachována tak, aby byla práce s aplikací co nejjednodušší.</p>\n<figure data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03e1f7c8-acb1-4c7a-a58e-32f9cc1fc85c/wall3dbeta.png\" data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" alt=\"\"></figure>\n<p>Uživatel může i nadále modelovat více prvků stěny pomocí šablony nebo importovat geometrii ze souboru .dxf. Kromě toho může ve 3D prostředí nastavit excentricitu stěny \"e<sub>y</sub>\" a také modelovat stěny různých tlouštěk.</p>\n<figure data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f27c8b62-8bfb-4575-8c4b-3a4055b5c481/wall%203D_1.png\" data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" alt=\"\"></figure>\n<p>Výztuž je definována v rovině, podobně jako ve 2D Detailu. Došlo však k vylepšení v definování polohy rozložení výztuže nad tloušťkou stěny.</p>\n<p><strong>Výztuž není možné definovat kolmo k rovině stěny (třmínky).</strong></p>\n<h3>Metoda</h3>\n<p>Přístup použitý v IDEA Statica Detail (3D Beta) je založen na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">osvědčené metodě kompatibilního napěťového pole (CSFM),</a> která je přizpůsobena speciálně pro řešení 3D úloh.</p>\n<p>Pro zkrácení doby výpočtu se na konstrukci stěny aplikuje speciální síť konečných prvků. Ortotropní betonový materiál stěny má rovněž definovanou pevnost v tahu (smyku) ve směru kolmém k rovině stěny. Tato vlastnost umožňuje výpočet modelu stěny bez smykové výztuže.</p>\n<figure data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31c17617-11ed-436f-b934-a650ba6619c3/wall%203d.png\" data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" alt=\"\"></figure>\n<p><strong>To platí pouze pro výpočet stěn.</strong> U <strong>řešení základových patek</strong> není možné přenášet tahové napětí do betonu a veškeré tahové napětí je tedy zachyceno výztuží (i v příčném směru). Pokud vás zajímá 3D detail pro řešení základové patky, pokračujte na <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatný článek s poznámkami k vydání</a>.</p>\n<h3>Výsledky</h3>\n<p>V sekci Výsledky uvidíte tři základní posudky, které jsou v souladu s <strong>kritérii MSÚ (mezní stav únosnosti).</strong></p>\n<figure data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e8d814fd-63b8-49a6-a916-8ce3fe0e644d/wall%20results1.png\" data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" alt=\"\"></figure>\n<p>Napětí a přetvoření související s betonem a výztuží jsou definovány v sekci <strong>\"Pevnost</strong>\". Napětí v soudržnosti a související veličiny jsou podrobně popsány v sekci \"<strong>Kotvení</strong>\". Kromě toho je nelineární deformace poskytnuta v rámci \"<strong>Pomocných</strong>\" výsledků posouzení.</p>\n<figure data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7a68442-dee4-4b88-b535-1eb99608d873/wall%20results2.png\" data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" alt=\"\"></figure>\n<p>K této beta verzi vám poskytujeme předběžný přístup, abyste si ji mohli sami vyzkoušet, zatímco budeme pokračovat v jejím testování v rámci našeho přísného ověřovacího procesu. Přístup k ní mají stávající uživatelé s nejnovější verzí a platným servisem. Pokud splňujete předpoklady, můžete požádat o bezplatný přístup kliknutím na ikonu Beta Detail na pásu karet aplikace Connection, která vás přesměruje na&nbsp;<a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\">tuto vtupní stránku</a>, kde vyplníte formulář, požádáte o připojení k programu Beta a získáte tak bezplatný přístup k 3D Detailu.</p>\n<p><em>Vezměte prosím na vědomí, že beta verze normy ACI je v současné době nedostupná.</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                            "value": "<h3>Modelování</h3>\n<p>Do nového 3D prostředí v IDEA StatiCa Detail bylo přidáno mnoho zcela nových nástrojů a položek modelu. V následující části si společně projdeme všechny možnosti dostupné ve verzi 24.1.</p>\n<h3>Položky modelu</h3>\n<p>Kategorie <strong>Položka modelu</strong> v aplikaci Detail obsahuje následující položky:</p>\n<ul>\n  <li>Prvky</li>\n  <li>Podpory</li>\n  <li>Zařízení pro přenos</li>\n</ul>\n<p>Ve verzi 24.1 může být zadán pouze <strong>jeden 3D prvek</strong>, který může být definován jako kvádr nebo obecný hranol. Kvádr je definován třemi rozměry. Obecný hranol je pak možné nadefinovat pomocí zadání obecného tvaru podstavy Polygonem, a to tabulkově pomocí souřadnic. Zadáním výšky bloku se pak vytvoří požadovaný prostorový tvar. Pro definování obecného tvaru mnohoúhelníku lze v tabulce vyplnit jednotlivé souřadnice, nebo použít kopírování a vložení z tabulkového procesoru (například Microsoft Excel).</p>\n<figure data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b0a47fc-ff72-42bc-a92e-0e71786a0412/3D%20Detail%20in%2024.1_5.png\" data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" alt=\"\"></figure>\n<p>K podepření modelu se používá <strong>povrchová podpora</strong>. Tento typ podpory lze zadat dvěma způsoby - dvěma typy geometrie:</p>\n<ul>\n  <li>Celý povrch</li>\n  <li>Křivka</li>\n</ul>\n<p>V obou případech je třeba vybrat referenční povrch a samozřejmě definovat stupně volnosti. Podpora může být definována jako pružná a typ pouze v tlaku lze použít pro směr kolmý na určenou plochu. Na následujícím obrázku vidíme podporu na celé ploše číslo 4 a vypnutou možnost \"Pružná podpora přenášející pouze tlak\".</p>\n<figure data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fe6a0e9-574a-4ec2-a1cd-4cb423d9817b/3D%20Detail%20in%2024.1_6.png\" data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" alt=\"\"></figure>\n<p>Pro druhou možnost zadání pomocí křivky je k dispozici stejná tabulka jako při zadání polygonů u Prvků. Opět můžete použít funkci kopírování a vkládání nebo zadat souřadnice ručně. Zadaný tvar lze posouvat podél referenčního povrchu pomocí souřadnic X a Y nebo otáčet zadáním úhlu.</p>\n<figure data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08b22614-9fec-47d6-9478-af3d4e4b3097/3D%20Detail%20in%2024.1_7.png\" data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" alt=\"\"></figure>\n<p>Všimněte si, že je možné zadat křivku tak, aby počátek souřadnic byl v těžišti požadovaného tvaru. Souřadnice X a Y pro zadání polohy podpory se pak budou vztahovat k tomuto těžišti.</p>"
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                            "value": "<h4>Zatížení</h4>\n<p>Zatěžovací stavy lze definovat stejným způsobem jako u 2D železobetonových prvků. To znamená, že každému zatěžovacímu stavu lze přiřadit buď typ zatížení Stálé nebo Proměnné. Stálé zatěžovací stavy se aplikují na model jako první, po úspěšném výpočtu se aplikují Proměnné zatěžovací stavy.</p>\n<p><strong>Typy zatěžovacích impulsů</strong></p>\n<p>Do každého zatěžovacího stavu lze přidat celkem 4 typy zatěžovacích impulsů.</p>\n<figure data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a74896fa-8195-4964-af34-54c00dc063e1/3D%20Detail%20in%2024.1_12.png\" data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" alt=\"\"></figure>\n<p>Definice <strong>Plošných zatížení</strong> je identická s definicí Plošné podpory. To znamená, že je možné ji specifikovat dvěma způsoby - Celý povrch a Křivka. Zadává se intenzita zatížení ve třech obecných směrech.</p>\n<figure data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c74d25ca-9769-43ab-ada4-689cc6d37c8d/3D%20Detail%20in%2024.1_13.png\" data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" alt=\"\"></figure>\n<p><strong>Skupina sil</strong> je zatěžovací entita, která umožňuje specifikovat síly ve třech směrech kdekoli na modelu pomocí tabulky. Může být vztažena k patní desce nebo k povrchu betonového bloku. Pro tabulkový vstup je možné použít funkci kopírování/vkládání z tabulkového programu.</p>\n<figure data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ce5368-7855-4780-9b4e-81644c7f0efd/3D%20Detail%20in%2024.1_15.png\" data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" alt=\"\"></figure>\n<p><strong>Vlastní tíha</strong> by měla být zahrnuta v každém modelu. Například betonové základy zatížené ohybovým momentem se nebudou tak snadno převracet.</p>\n<p><strong>Bodová zatížení</strong> lze zadat přímo na patní desku se šesti vnitřními silami Fx, Fy, Fz, Mx, My a Mz v obecné poloze.&nbsp;</p>\n<figure data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51aa0fb3-02d6-43a9-af83-0bead2bfc5bd/3D%20Detail%20in%2024.1_14.png\" data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6de9dc19_866a_018d_71ee_d4cd1b08adca\"></object>\n<p>Aplikace této sady sil přímo na deformovatelnou patní desku o reálné tloušťce může vést k nerealistické redistribuci napětí napříč deskou, kotvami a betonem. Při zadávání bodových sil je proto vhodnější použít druhou možnost - sloup.</p>\n<p><strong>Sloup</strong></p>\n<p>Sloup představuje krátkou část ocelového prvku připojenou k patní desce. Je modelován ze<strong> skořepinových prvků </strong>při použití standardní databáze průřezů.</p>\n<figure data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c713daf-8284-43c3-9f27-7fa9bf3cf6aa/stub%20section.png\" data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" alt=\"\"></figure>\n<p><strong>6-složková sada vnitřních sil</strong> (síly a momenty) je aplikována v <strong>jediném bodě</strong> na konci sloupu - tj. ve styčníku.</p>\n<figure data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dac00a1-cae1-4b8a-ba9f-f69efe1685f4/stub%201.png\" data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\" alt=\"\"></figure>\n<p>Vazby <strong>přenášejí síly</strong> na <strong>horní plochu sloupu</strong>, odkud jsou přirozeně <strong>redistribuovány přes sloup</strong> do patní desky, kotev a betonu.</p>\n<figure data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b21d544-b060-4bb4-9a1f-cb7b33bc4b4b/stub%20forces.png\" data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" alt=\"\"></figure>\n<p>Tento přístup zachovává skutečnou tuhost mezi sloupem a deskou a eliminuje potřebu jakékoli ruční redistribuce nebo dodatečných předpokladů.</p>\n<p><em>Sloup je dostupný od verze 25.1.</em></p>\n<h4>Kombinace</h4>\n<p>Protože analýza v IDEA StatiCa Detail je nelineární, používají se takzvané nelineární kombinace. To znamená, že jednotlivé zatěžovací stavy se nepočítají a výsledky se pak nesčítají. Naopak, zatěžovací stavy stejného typu zatížení se sčítají před výpočtem, samozřejmě s příslušnými součiniteli definovanými v kombinacích, a teprve pak se analyzují účinky jednotlivých kombinací. Proto je existence alespoň jedné kombinace předpokladem pro spuštění výpočtu.</p>\n<p>Zatím lze definovat pouze kombinace pro ULS.</p>\n<figure data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d078ad21-98af-4d98-880f-39cae23b551e/3D%20Detail%20in%2024.1_16.png\" data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" alt=\"\"></figure>"
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                            "value": "<h3>Výztuž</h3>\n<p>Model může být vyztužen pomocí <strong>Skupiny vložek 3D</strong>. Tento typ výztuže obsahuje mnoho možností, které si projdeme v následujícím textu. Lze specifikovat 4 typy definic tvaru tyče:</p>\n<ul>\n  <li>Dvěma body</li>\n  <li>Na hraně povrchu</li>\n  <li>Na hraně povrchu na více hranách</li>\n  <li>Na polylinii</li>\n</ul>\n<p>U každého z těchto typů zadání lze specifikovat průměr a materiál včetně způsobu kotvení na začátku a na konci výztuže.</p>\n<p>Definice tvaru výztuže <strong>Dvěma</strong> <strong>body</strong> je zřejmá. Je třeba zadat dvě sady kartézských souřadnic X, Y, Z.</p>\n<figure data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/44d21a6b-2337-42f2-9269-6d462978d252/3D%20Detail%20in%2024.1_17.png\" data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" alt=\"\"></figure>\n<p>Definice <strong>Na hraně povrchu</strong> nabízí mnoho ovládacích prvků pro umístění výztuže do požadované pozice. Výztuž můžete zadávat ve více vrstvách s více pruty v jedné vrstvě, se zadanými vzdálenostmi mezi pruty v rámci vrstvy a mezi jednotlivými vrstvami. Samozřejmě je také nutné specifikovat referenční povrch a hranu. Dále je třeba zadat tloušťku \"Krytí povrchu\", vzhledem k referenčnímu povrchu (od povrchu [1] na obrázku níže). A dále Krytí hrany, které definuje vzdálenost vložek od bočních povrchů (od povrchů [4], [5] a [2] na obrázku níže). Krytí lze zadat jako \"Z Nastavení\" nebo \"Uživatelská hodnota\". Výchozí hodnota krytí (Z Nastavení) pro aktivní položku projektu se nachází v první položce stromu (ve výchozím nastavení nazývané DRM1), což bylo definováno na začátku tohoto článku. Krytí hrany lze nastavit jako jedinečnou hodnotu pro každou skupinu vložek.</p>\n<figure data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3049c8df-96cb-45b4-a358-563dff3b7a57/3D%20Detail%20in%2024.1_18.png\" data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" alt=\"\"></figure>\n<p>A konečně, pro tento typ zadání lze upravit pozici na hraně. Například, jak je znázorněno na obrázku níže, je možné určit výztuž tak, aby se uživatelem definované krytí hrany aplikovalo pouze na spodní plochu [5]. Boční povrchy jsou ovládány prodloužením začátku a konce.</p>\n<figure data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db466f5c-ac90-4f3c-b03d-973d71a6c08a/3D%20Detail%20in%2024.1_19.png\" data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" alt=\"\"></figure>\n<p>Dalším typem definice je <strong>Na povrchu na více hranách</strong>. Zde je možné zadat seznam hran nebo ploch, na které bude výztuž umístěna, spolu s výčtem tlouštěk krycích vrstev pro každou plochu, jak je znázorněno na následujícím obrázku.</p>\n<figure data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5663b6e-2ff9-4747-b43b-5890e78d8457/3D%20Detail%20in%2024.1_20.png\" data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" alt=\"\"></figure>\n<p>Krytí lze také specifikovat pomocí možnosti \"Z Nastavení\", stejně jako u předchozí. Opět je možné odsadit výztuž od referenčního povrchu pomocí \"Krytí povrchu\" a zadat počet a vzdálenost vrstev. Je také možné prodloužit nebo zkrátit konce od prvního a posledního okraje.</p>\n<figure data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/460353ff-98b8-4f6b-b634-d568076e73b6/3D%20Detail%20in%2024.1_21.png\" data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" alt=\"\"></figure>\n<p>Poslední způsob definování výztuže je <strong>Na polylinii</strong>. Stejně jako u výše zmíněných entit modelu lze výztuž zadat pomocí seznamu souřadnic zkopírovaných z tabulkového procesoru. V tomto případě je pro lepší orientaci navíc k dispozici 3D scéna se zobrazenou výztuží, která umožňuje pootáčení kolem dvou os.</p>\n<figure data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff3a99a5-1dff-4519-9ab7-13c4571673f2/3D%20Detail%20in%2024.1_22.png\" data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" alt=\"\"></figure>"
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                            "value": "<h3>Výsledky</h3>\n<p>Zobrazení výsledků je velmi podobné jako u 2D Detailu. Existují však některé zásadní rozdíly, zejména pokud jde o výsledky v betonu. V následující části si projdeme všechny dostupné výsledky a zaměříme se na zmíněné rozdíly. Na záložce Posouzení můžete zobrazit celkem 4 typy výsledků:</p>\n<ul>\n  <li>Souhrn</li>\n  <li>Pevnost</li>\n  <li>Kotvení</li>\n  <li>Pomocný</li>\n</ul>\n<p>Tok napětí v <strong>Souhrnu</strong> vám ukáže vektory hlavních napětí v tlaku v betonu a využití výztuže, aby vám poskytl základní přehled.</p>\n<figure data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/de183739-e602-4d2d-9a44-250b17fae9d1/3D%20Detail%20in%2024.1_25.png\" data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\" alt=\"\"></figure>\n<p>V posouzení <strong>Pevnosti </strong>lze zobrazit intenzity napětí a přetvoření pro výztuž a beton. Na horním pásu karet můžete určit, co se zobrazí. Je také možné zobrazit poměry <em>σ</em><em><sub>c,eq</sub></em><em>/σ</em><em><sub>lim</sub></em> a <em>ε/ε</em><em><sub>lim</sub></em><sub> </sub>, stejně jako plastické přetvoření, úroveň tříosé napjatosti <em>σ</em><em><sub>c3</sub></em><em>/σ</em><em><sub>lim</sub></em> a směr hlavních napětí v betonu. Všechny výsledky v části Pevnost se vztahují k meznímu stavu únosnosti.</p>\n<figure data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7d0e2c6-d03c-4716-88fc-74df1141a075/3D%20Detail%20in%2024.1_26.png\" data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" alt=\"\"></figure>\n<p>Materiály lze přepínat ve vlastnostech.&nbsp;</p>\n<figure data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/414b4dc0-2f7d-4cc7-97ec-81ad3beabf6b/3D%20Detail%20in%2024.1_27.png\" data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" alt=\"\"></figure>\n<p>Můžete si všimnout, že těsně pod tlačenou patní deskou je beton namáhán trojosým tlakem (hydrostatický tlak) a ekvivalentní hlavní napětí <em>σ</em><em><sub>c,eq</sub></em> je zde nulové. Přečtěte si prosím <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické základy</a>, kde je definováno napětí <em>σ</em><em><sub>c,eq</sub></em>. Nebo si můžete projít tento ověřovací článek, kde je tento jev vysvětlen a ověřen pomocí známého tri-axiálního testu.</p>\n<ul>\n  <li><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tříosé napětí – aktivní efekt omezení</strong></a></li>\n</ul>\n<p>Posudek <strong>Kotvení </strong>poskytuje informace o napětí ve spoji a celkové síle působící na výztuž a kotvy.</p>\n<figure data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d55d6e1a-a2fd-4d0b-952b-45f2d843dd87/3D%20Detail%20in%2024.1_31.png\" data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" alt=\"\"></figure>\n<p>V neposlední řadě si můžete v aplikaci prohlédnout <strong>Pomocné </strong>výsledky - hodnoty deformace, stupně vyztužení a tenzorové hodnoty betonu. První položka <strong>Deformace</strong> zobrazuje převýšené deformace nelineárního modelu MSÚ.</p>\n<figure data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dfe1125a-b913-44a9-a3c8-b9f9cf07771f/3D%20Detail%20in%2024.1_32.png\" data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" alt=\"\"></figure>\n<p><strong>Stupeň vyztužení</strong> zobrazuje hodnoty použité pro výpočet efektu Tahového ztužení (tension stiffening).</p>\n<figure data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d4c684-9763-4ef8-be1f-4640190d2f42/3D%20Detail%20in%2024.1_33.png\" data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" alt=\"\"></figure>\n<p>Tenzorové hodnoty v betonu umožňují zobrazit intenzity hlavních napětí v betonu a jejich směr.&nbsp;</p>\n<figure data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36dd29bb-58c1-4757-a5de-af9855d4b89d/3D%20Detail%20in%2024.1_34.png\" data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" alt=\"\"></figure>\n<p>Lze také použít rovinné řezy betonovým blokem pro zobrazení výsledků.</p>\n<figure data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6e196536-83ed-4dc9-a1f8-1d8c4e1d2bb4/3D%20Detail%20in%2024.1_35.png\" data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" alt=\"\"></figure>"
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                                    "value": "<p>Dalo by se říct: \"Prostě navrhněte to, co nám norma výslovně dovoluje.\" Ale takhle to prostě nefunguje, často musíme navrhovat kotvení ve stísněných podmínkách nebo atypy vyplývající z architektonických a jiných požadavků. A tak <strong>kotvení</strong>, která jsou \"na hraně\" (obrazně) vidíme všude kolem nás. Některá kotvení jsou přesně vypočítána a ověřena pokročilejšími metodami (i když to může trvat příliš dlouho). Mnoho případů však pravděpodobně nebylo posouzeno tak důkladně, jak by si zasloužilo. </p>\n<p>IDEA StatiCa již nějakou dobu mění a posouvá vpřed návrh ocelových přípojů, ocelových a betonových prvků a betonových detailů. Nejde jen o zjednodušení zavedených postupů, ale především o inovativní metody, které nám umožňují navrhovat dříve nemyslitelné. Náš nejnovější počin<a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">, vydání<strong> </strong>IDEA StatiCa Detail pro 3D</a>, opět rozšiřuje možnosti navrhování o kousek dál.</p>\n<p>Možná navrhujete kotvení často a chcete návrh zrychlit nebo se spoléháte na zkušenost, ale rádi byste si váš návrh ověřili. V obou případech je tenhle článek určený pro vás.</p>\n<h2>Nové možnosti</h2>\n<p>Pokud se zabýváte kotvením konstrukcí, pravděpodobně vás napadne několik případů, které vám daly zabrat. Zde je několik příkladů, které jsme nedávno identifikovali jako velmi obtížně dosažitelné pomocí standardních postupů. S pomocí našich nástrojů <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> a IDEA StatiCa Detail je však možné je navrhovat v relativně rozumném čase.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Obrázek 1: Vícenásobné kotvení do jednoho betonového bloku</em></p>\n<ul>\n  <li><strong>Kotvení blízko okraje</strong> – Kotvení blízko okraje je téměř nemožné navrhnout bez vyztužení z důvodu selhání betonu (vytržení nebo vylomení kužele a další). Posouzení kotvení do železobetonu je samo o sobě pracné – více podrobností naleznete v tomto článku: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>S návrhem kotvení se již nemusíte trápit</em></a>. Detail (a jeho 3D model) je určen právě pro takové případy, kdy je třeba zohlednit výztuž. Přidáním výztuže můžeme zabránit mechanismům porušení, které by se jinak u prostého betonu vyskytly.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Obrázek 2: Příklady kotvení v blízkosti hrany v aplikaci Connection (včetně ocelových prvků) a Detail (včetně výztuže)</em></p>\n<ul>\n  <li><strong>Více kotevních prvků blízko sebe</strong> – Problém, který máme s několika kotevními prvky blízko u sebe, spočívá v tom, že výtrhové kužely se vzájemně ovlivňují. Žádný návod, jak toto posuzovat neexistuje. V běžně používané literatuře, ať už EN nebo fib guide, najdeme víceméně jen určité podmínky a omezení. Jednoduše nám radí používat dostatečnou vzájemnou vzdálenost, která nám umožňují individuálně posoudit kužely. Ale jakmile se do těchto podmínek nevejdeme, je postup nepoužitelný. Tento případ je také možné řešit aplikací <strong>Detail</strong>.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Obrázek 3: Vícenásobné kotvení do jedné stěny</em></p>\n<ul>\n  <li><strong>Vícenásobné kotvení obecně (například podpora technologického mostu na společném základu)</strong> – Typická situace způsobená zatížením větrem, kdy je jeden sloup příhradové podpěry zatížen tahem a druhý tlakem. Dochází ke vzájemné interakci mezi betonovým kuželem ze skupiny tahových kotev a tlakovým zatížením z druhého sloupu. Pro takový případ Eurokód nenabízí uspokojivé analytické řešení, a to nejen proto, že je ze své podstaty nutné vyztužit betonové základy, takže je nutné použít pokročilejší analýzu, jako je Detail a jeho 3D CSFM.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Obrázek 4: Kotvení potrubního mostu, návrh </em><a href=\"http://www.fevia.cz/\">společnosti FEVIA s.r.o</a></p>\n<ul>\n  <li><strong>Zohlednění stávající výztuže při rekonstrukcích</strong> – Jakékoli rekonstrukce nebo rozšíření mohou být dalším zajímavým příkladem použití kotvení v Detailu, protože v ideálním případě je zahrnuta stávající výztuž.&nbsp;</li>\n</ul>\n<h2>Problémy, které vznikají</h2>\n<p>Shrňme si to:</p>\n<p>Eurokód specifikuje mechanismy porušení pro tah i smyk, pro kotvy a beton:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Obrázek 5: Schéma způsobů&nbsp;porušení –&nbsp;</em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Příručka pro návrh spojů ocel-beton II</em></a></p>\n<p>Norma EN 1992-4 je speciálně určena pro podrobné posouzení <strong>prostého betonu</strong>. Většině těchto porušení betonu lze předejít přidáním výztuže, která je v některých případech dokonce nutná (viz příklady výše). Norma nám však již nedává jasný návod, jak se s tím vypořádat.&nbsp;</p>\n<p>Další problém nastává při vzájemné interakci betonových kuželů – Eurokód a další literatura (<em>fib bulletin 58</em>) uvádějí pouze podmínky, kdy a jak lze tyto kužely posuzovat samostatně.&nbsp;</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Obrázek 6: CEB-FIB: Bulletin 58 – Navrhování kotvení do betonu (2011), kap. 1.2</em></p>\n<p>Víme, jaké problémy se mohou při návrhu vyskytnout, ale co s tím? Navrhnout kotvení pohledem z okna...&nbsp;</p>\n<p>... nebo najít jiné řešení?&nbsp;</p>\n<h2>Řešení&nbsp;</h2>\n<p>Detail dokáže výše uvedené případy vyřešit velmi efektivně. Umožňuje posoudit<strong> vliv výztuže</strong> na únosnost a také umožňuje posoudit<strong> případy, na které se norma nevztahuje</strong>. V kombinaci s aplikací Connection je pak možné získat komplexní standardní posudky pro všechny typy porušení. &nbsp;</p>\n<p>O obou aplikacích již bylo napsáno mnoho, ale určitě neuškodí přidat krátké srovnání a pár zdrojů pro hlubší pochopení těchto metod:&nbsp;</p>\n<ul>\n  <li><strong>IDEA StatiCa Connection</strong> – zaměřeno na posouzení ocelových přípojů, včetně kotvení do betonu. Kotvy jsou posuzovány <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">podle empirických vzorců</a> v souladu s normou. Betonový blok je modelován <em>Winklerovým podložím</em>, takže možné posouzení je <strong>pouze pro prostý beton.</strong></li>\n  <li><strong>IDEA StatiCa Detail</strong> – Model v Detailu je konečně prvkový, a to včetně výztuže. Vzhledem k základnímu předpokladu, že veškeré napětí je přenášeno výztuží (v betonu je tah zanedbáván), je řešení vhodné pouze pro <strong>železobeton</strong>. Pomocí <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> získáme napětí betonu a výztuže/kotev, která jsou vyhodnocena mezními hodnotami z Eurokódu. Kromě toho získáme reálnou představu o chování konstrukce, jako jsou toky napětí a deformace. Metoda 3D CSFM zahrnuje účinky trojosé napjatosti. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Obrázek 4: Porovnání mezi aplikacemi Connection a Detail (vstup a modely)</em></p>\n<p>Jak již bylo řečeno, pro úplné posouzení je zapotřebí kombinace obojího. Pro efektivní práci je umožněn <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">import z Connectionu do Detailu</a>, včetně dalších parametrů a zatížení.&nbsp;</p>\n<p>Abyste pochopili metodu, můžete si přečíst <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>teoretické základy</em>.</a> Chcete-li se seznámit s funkcemi, více se dozvíte v našich <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>novinkách k verzi</em></a>.&nbsp;</p>\n<h2>Co budete dělat?</h2>\n<p>3D Detail (s CSFM) představuje významný krok vpřed, který umožňuje s jistotou navrhovat složitější případy kotvení. Bezpochyby je to nová technologie, ale stejně jako v případě Connection nám umožňuje dosáhnout více než kdykoli předtím – tak proč nevyužít její potenciál?&nbsp;&nbsp;</p>\n<p>V IDEA StatiCa vnímáme kotvení jako pouhý začátek. Je to první úloha, který jsme plně verifikovali, a jsme odhodláni ji v budoucnu rozšiřovat.&nbsp;</p>\n<p>Otázka pro vás je: Chcete být u toho?&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eebe599f_56ea_0126_c3d2_5aa5fef6c229\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e26310e0_94eb_0167_1d43_2c94c7d8c14e\"></object>"
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                                    "value": "<p>Ať už se jedná o omezený prostor pro <a data-item-id=\"59463c40-8535-5ff4-bbae-00bd91ef7bfa\" href=\"\">kotvení</a>, netradiční konstrukční uspořádání, kotvení v blízkosti okraje, potřebu kotvit do nepravidelných tvarů betonové konstrukce nebo požadavek staveniště na provedení předem zabetonovaných desek, tyto speciální případy vyžadují větší pozornost než typická řešení.</p>\n<h3>Jak vlastně stavební inženýři tyto situace řeší?</h3>\n<p>Pokud navrhujete dle normy, čekají vás ruční výpočty, které však nelze aplikovat na atypické případy, a tak do hry vstupuje odhad a inženýrský úsudek.&nbsp; Návrhy vedou často ke zbytečně předimenzovaným patkám a deskám, a to kvůli:</p>\n<ul>\n  <li>vylomení okraje betonu</li>\n  <li>vytržení betonového kužele</li>\n  <li>kombinaci poruch</li>\n</ul>\n<figure data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f2b12c1-2437-49b8-b96b-16bfb6c0687c/Failure%20modes%20of%20headed%20and%20post-installed%20fasteners%20under%20shear%20or%20tension%20load.png\" data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" alt=\"\"></figure>\n<p>Vezměme si například kotvení v blízkosti okraje. Bez výztuže je téměř nemožné splnit normové předpoklady, kvůli vylomení nebo vytržení kužele betonu. Když jsou navíc kotvy blízko sebe, najednou se potýkáte s interakcí kuželů - něčím, co většina předpisů ani neřeší. Co ale dělat, když vaše dispozice prostě neumožňuje dodržet doporučenou geometrii?</p>\n<p><a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">Je třeba zvážit</a> dodatečné <a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">vyztužení</a>. <em>Eurokód 1992-4 - Navrhování betonových konstrukcí - Část 4: Navrhování spojovacích prostředků pro použití v betonu </em>doporučuje stanovit vhodný model vzpěr a táhel.</p>\n<figure data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56b7651a-af9f-403b-a261-570a8b5b7cbc/1992-4%207.2%20Fastening.png\" data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" alt=\"\"></figure>\n<figure data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02c940c4-4beb-4747-bd51-034436d0a8aa/1992-4%207.10%20Fastening.png\" data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" alt=\"\"></figure>\n<p>Co když ale atypický tvar betonového bloku hází klacky pod nohy?</p>\n<h3>Řešení problémů s kotvením nestandardních geometrií betonových bloků</h3>\n<p>Zejména při řešení nepravidelných geometrií nebo jedinečných dispozic, které se vymykají standardním učebnicovým případům, je tento proces nejen časově náročný, ale také ponechává příliš mnoho prostoru pro nejistotu.</p>\n<p>V <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejnovější verzi aplikace IDEA StatiCa</a> jsme přidali nové funkce, které vám pomohou navrhovat a posuzovat jakýkoliv tvar kotvení v&nbsp;souladu s&nbsp;normou.</p>\n<p>Nyní můžete <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">navrhovat a posuzovat téměř jakýkoli tvar betonového bloku</a> pro kotvení. Ať už se jedná o vícestupňovou patku, neobdélníkové kotevní bloky, rozšíření základových pasů nebo atypické architektonické tvary.</p>\n<figure data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba34d6e-04e8-4ee6-a3c8-824645dc772e/Atypical%20shapes.png\" data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" alt=\"\"></figure>\n<h3>Návrh předem zabetonovaných desek s ohledem na výztuž</h3>\n<p>Ve stavebnictví se běžně setkáváme s nosnými konstrukcemi, které obsahují ocelové i betonové prvky. Betonové prvky často hrají klíčovou roli při zajišťování příčné stability ocelové konstrukce. Prvky jsou obvykle propojeny pomocí&nbsp;<a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">předem zabetonovaných desek</a>. Tyto desky nabízejí spolehlivé ukotvení a k tomu je lze vyrobit tak, aby se minimalizovalo vrtání na staveništi. Desky jsou zalícované s betonovým povrchem, což umožňuje čisté a rovné spoje. Jsou také zvláště oblíbené v aplikacích, jako jsou podpůrné systémy fasád, přípoje ocelových rámů v hybridních betonovo-ocelových budovách, podpěry vodicích kolejnic výtahů, kotvení mechanických zařízení, ložiska mostů a spoje prefabrikovaných betonových panelů.</p>\n<p>Ale i když je jejich použití široké, jejich návrh může být výrazně složitější. Osovým silám odolává výztuž v betonu, která je přivařena k ocelové desce a přenáší zatížení prostřednictvím vazby s betonem. Smykovým silám odolávají smykové trny, kotvy nebo smyková oka.</p>\n<p>Návrhová odolnost vložených prvků je velmi závislá na poloze betonářské výztuže, zejména pokud je vložená deska umístěna blízko okraje (nosné fasádní systémy).</p>\n<figure data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/766999ec-9cde-4c42-85ba-863e5bfb25d0/Cast-in%20plate%20-%20position%20of%20reinforcement.png\" data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" alt=\"\"></figure>\n<p>Detail (pomocí CSFM 3D) automaticky zohledňuje výztuž v blízkosti zabetonované desky, což může výrazně zvýšit únosnost. 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                                    "value": "<h2>Hlavní body verze 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e666ebd_0641_01ec_b9ad_031c64e9697b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Navrhujte kotvení do betonu podle vašich potřeb</h2>\n<p>Pokud pravidelně navrhujete kotvení do železobetonu, okamžitě si všimnete nárůstu výkonu. Díky vylepšenému řešiči ve verzi 25.0 lze nyní modely kotvení spočítat za pouhé tři minuty, i když ty stejné dříve trvaly 15 minut. Již nechybí ani předem zabetonované patní desky.</p>\n<p>A nejde jen o rychlost. Nyní máte k dispozici čistší a všestrannější modelovací nástroje. <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Chcete definovat patní desky s výztuží ve tvaru U, L nebo I</a>? Můžete to udělat během několika sekund a výztuž se přizpůsobí podle očekávání. <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Potřebujete vlastní tvar základu nebo víceúrovňovou patku</a>? Použijte booleovské operace k vytvoření přesně toho, co splňuje vaše požadavky.</p>\n<figure data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/736aa3ef-d821-4660-a3cf-5be8e2fd94ac/Boolein_05.png\" data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" alt=\"\"></figure>\n<h2>Zkraťte dobu nastavení pomocí parametrických šablon</h2>\n<p>Ruční vytváření přípojů ocelových&nbsp;konstrukcí od základu nebo procházení starých Excel tabulek vás může zpomalovat. Proto verze 25.0 přináší chytřejší způsob navrhování, s více než 200 připravenými parametrickými šablonami, které můžete vložit do svého projektu pomocí nového <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection wizardu</a>.</p>\n<figure data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.png\" data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" alt=\"\"></figure>\n<p>Vyberte přípoj, upravte vstupy a sledujte, jak se 3D náhled přizpůsobuje v reálném čase. Každá šablona je ověřena a řídí se bezpečnými pravidly. Pokud parametr neodpovídá omezením, dostanete varování. Pokud s IDEA StatiCa teprve začínáte, tyto šablony jsou nejrychlejším způsobem, jak vytvořit spolehlivé návrhy ověřené podle norem.</p>\n<p>Potřebujete větší kontrolu? Můžete libovolnou šablonu \"rozložit\"&nbsp;na upravitelné operace, což vám dává plnou kontrolu nad geometrií, svary, šrouby a všemi prvky. Můžete také vytvářet firemní knihovny pro standardizaci pracovních postupů a vytvářet opakovaně použitelné šablony.</p>\n<h2>Vyberte pouze kritické přípoje v Checkbotu</h2>\n<p>Máte model se stovkami nebo dokonce tisíci uzlů? Nemáte čas opakovat nastavení přípojů jeden po druhém. <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">IDEA StatiCa Checkbot ve verzi 25.0</a> byl vylepšen pro snadné zvládnutí rozsáhlých projektů.</p>\n<figure data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcdcdc0f-f978-415f-8d66-a776df5f5563/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2000a.png\" data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" alt=\"\"></figure>\n<p>Definujte jeden referenční přípoj s vašimi typy prvků a nastavením. Checkbot automaticky seskupí podobné uzly a aplikuje tyto parametry napříč modelem. To znamená, že už nemusíte 50x zadávat stejné informace – stačí jedno nastavení, sdílené napříč konstrukcí.</p>\n<p>Navíc s novým filtrem extrémů zatížení Checkbot z až 1000 účinků zatížení identifikuje kritické případy. Méně výpočetního času, méně rozptýlení a žádné riziko přehlédnutí scénářů, na kterých skutečně záleží. Po dokončení posouzení můžete hromadně generovat protokoly. Vyberte si mezi podrobnými výstupy nebo souhrny a exportujte vše do PDF jedním kliknutím.</p>\n<h2>Globální pracovní postupy</h2>\n<p>Pokud pracujete podle norem ACI nebo spolupracujete globálně, není problém. IDEA StatiCa 25.0 zahrnuje plnou podporu <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI</a>, jak v aplikaci Steel, tak v aplikaci Detail, s terminologií, kterou lze přepínat mezi americkou a britskou angličtinou.</p>\n<p>V Austrálii mohou <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">inženýři nyní pracovat s regionálně specifickými normovými prostředími</a> plně pokrývajícími úkoly pro 2D Detail. A pro inženýry v Číně byla kontrola kotvení podle GB normy aktualizována tak, aby odrážela nejnovější místní požadavky.</p>\n<p>Výrobci prefabrikátů <a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">mohou nyní exportovat předpínací výztuže přímo z Beam do Detail</a>, bez nutnosti přemodelování geometrie a materiálů. Vše v jednom pracovním postupu s <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">RCS nyní kontrolujícím příčné vybočení pro geometrické imperfekce a fáze výstavby</a>.</p>\n<figure data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dee2642-b908-492e-9ae6-f1727c60e720/Export%20from%20BEam%20to%20Detail_04.png\" data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" alt=\"\"></figure>\n<p>Pro kompletní přehled o obsahu IDEA StatiCa verze 25.0 si nezapomeňte prohlédnout <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">poznámky k vydání</a>, stáhnout nejnovější verzi a vyzkoušet si ji sami pomocí odkazu níže. 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                    "value": "<h2>1. Proč se výpočet zastavil předčasně?</h2>\n<p>Stop kritéria (konvergenční kritéria) v metodě 3D CSFM zajišťují zastavení iteračního nelineárního výpočtu na definovaných mezích, viz <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&amp;type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">The solution method and load-control algorithm for 3D CSFM</a> v teoretických základech pro IDEA StatiCa Detail. Ve výchozím nastavení je aktivní možnost \"Přerušit na mezním přetvoření / prokluzu\", díky které je výpočet zastaven, když je dosaženo některého z dále <strong>uvedených kritérií</strong>. Mezní přetvoření se kontroluje u betonu a výztuže a prokluz v případě kotvení. Hodnota mezního přetvoření betonu v tlaku je stanovena na 5 % a v tahu na 7 %. Mezní přetvoření výztuže je omezeno hodnotou 5 %. U kotvení se kontroluje mezní prokluzu kotvy/výztuže vůči betonu.&nbsp;</p>\n<p>Dosažení výše uvedených kritérií a zastavení výpočtu předčasně, tedy před aplikací plného zatížení, může být způsobeno řadou příčin. Nejčastějším důvodem je chybějící výztuž v místech, kde je beton namáhán tahem, který beton nepřenese. Divergence modelu může nastat také díky nesprávnému podepření, které se neřídí zásadami z následujícího bodu 2 a které může vést k nadměrné deformaci. Pokud je však model vytvořen a podepřen správně &nbsp;a výpočet je přesto zastaven předčasně, pak to znamená, že kotvení nevyhovuje zadanému zatížení a je jednoduše přetíženo. Pro kontrolu správného podepření modelu doporučujeme po výpočtu vždy kontrolovat tvar a hodnoty deformace.</p>\n<figure data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac78e48d-ca21-4a2f-8880-4e8772fc9a57/fig_1_CZ.png\" data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" alt=\"\"></figure>\n<h2>2. Jaké typy podpor lze v Detailu použít?</h2>\n<p>V aplikaci Detail lze zadat plošné podpory, a to jak dokonale tuhé, tak s uživatelsky stanovenou tuhostí ve všech směrech. Ve výchozím nastavení jsou podpory zadány jako přenášejí pouze tlak (šedé tlačítko), což může způsobit nestabilitu modelu z hlediska překlopení. Chcete-li, aby podpora přenášela i tah, přepněte tlačítko na bílou. Je však nutné dodržet následující návrhové přístupy:&nbsp;</p>\n<p>1) přístup <strong>Základová patka</strong></p>\n<p>Použijte výchozí nastavení plošné podpory \"přenášející pouze tlak\" a nastavte její tuhost tak, aby odpovídala tuhosti zeminy. Tím simulujete situaci pro základové patky spočívající na zemi. V případě exportu z aplikace IDEA StatiCa Connection nezapomeňte ručně aplikovat vlastní tíhu, protože ta exportována není.</p>\n<p>2) přístup <strong>Výsek konstrukce</strong></p>\n<p>U výseků konstrukce (např. balkonové desky, stěny apod.) je naopak potřeba odříznuté části podepřít i na zachycení tahových reakcí, avšak tyto podpory je nutné doplnit průběžnou výztuží, procházející přes pracovní spáru (řez), která by tyto tahy přenesla. Když průběžná výztuž není do podpory dotažena, beton tahové reakce nepřenese, \"potrhá se\" a dojde např. k nadměrné deformaci modelu. Tím se výpočet opět zastaví předčasně.</p>\n<p>Podrobné informace nejen o podepření v aplikaci Detail, model 3D, naleznete v části <a href=\"https://www.ideastatica.com/cz/podpora/plna-funkcionalita-aplikace-3d-detail\">Plná funkcionalita aplikace Detail 3D</a>.</p>\n<figure data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be0a745-5447-4823-9ce3-799290f12e88/fig_2_CZ.png\" data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" alt=\"\"></figure>\n<h2>3. Proč je důležité dodržovat konstrukční zásady?</h2>\n<p>Jedním z hlavních předpokladů metody 3D CSFM je, že beton v tahu nepůsobí. Proto je <strong>vždy </strong>nutné modelovat <strong>vyztužený</strong> beton. Navržená výztuž by měla odpovídat konstrukčním zásadám stanovených normou (např. pravidla pro přídavnou výztuž pro přenos tahové a smykové síly podle EN 1992-4). V aplikaci Detail, modelu 3D, není posouzení konstrukčních zásad implementováno a je zodpovědností uživatele (inženýra/statika) betonový blok vyztužit správným způsobem.&nbsp;Je potřeba mít na paměti, že stejně jako v klasické příhradové analogii <strong>způsob vyztužení předurčujete způsob vývoje napětí a přenos zatížení.</strong>&nbsp;</p>\n<figure data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8d44f75-f4d6-4214-b307-d4d87da84751/fig_3_CZ.png\" data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" alt=\"\"></figure>\n<h2>4. Jak správně namodelovat přenos smykové síly?</h2>\n<p>Smyková síla zadaná na patní desku může být přenášena třením, kotvami nebo smykovými zarážkami, přičemž jednotlivé metody přenosu smyku nelze vzájemně kombinovat.&nbsp;</p>\n<p>V případě <strong>tření</strong> je nutné zajistit správné pořadí zatěžovacích stavů: nejprve aplikujte přítlak (typ zatěžovacího stavu <em>Stálé</em>), poté smykovou sílu (typ zatěžovacího stavu <em>Proměnné</em>). Pokud tento postup není dodržen, může dojít k nadměrnému posunu patní desky vlivem smyku při nedostatečném přítlaku. &nbsp;Při správné sekvenci zatížení a koeficientu tření nastaveném např. na hodnotu 0,25 pak lze zadanou smykovou sílu přenést při 25 % přítlaku.&nbsp;</p>\n<p>Prostřednictvím <strong>smykových zarážek</strong> se přenáší plná smyková síla, avšak posudek zarážky v IDEA StatiCa Detail není proveden. Samotné posouzení smykových zarážek může být provedeno v IDEA StatiCa Connection a poté může být navržené kotvení importováno do Detailu. Smyková zarážka je s betonem spojena prostřednictvím kontaktů, tj. do betonu se přenáší pouze tlakové napětí a pro přenos smyku se uplatňuje vždy příslušná část zarážky (stojina/příruba).</p>\n<p>U<strong> kotev</strong> může uživatel definovat, které konkrétní kotvy budou účinné pro přenos smyku. Avšak stejně jako v případě zarážek, kotvy nejsou v Detailu na smyk posouzeny. V napětí kotev není zohledněn přírustek napětí od smyku, vykresluje se pouze napětí od osové síly. Posouzení kotev může být opět provedeno v aplikaci IDEA StatiCa Connection. Jinými slovy, IDEA StatiCa Detail&nbsp;slouží k posouzení přenosu zatížení do okolní betonářské výztuže, přenos zatížení z kotvy do betonu se nyní neposuzuje.</p>\n<figure data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13624716-50f2-4d10-906e-859f0c0e63e8/fig_4_CZ.png\" data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" alt=\"\"></figure>\n<h2>5. Jak správně propojit kotvu s patní deskou?</h2>\n<p>Zatížení v aplikaci Detail může být aplikováno buď přímo na kotvy (Fx, Fy, Fz) nebo na patní desku (Fx, Fy, Fz, Mx, My, Mz). Kotvy a patní desky jsou modelovány jako samostatné prvky, které nejsou vzájemně propojeny. Vazba mezi kotvou a patní deskou musí být nastavena ručně, a to jak pro přenos osových sil, tak pro přenos smyku. Tyto vazby jsou vzájemně nezávislé a propojení může být aktivováno pouze pro jeden z typů namáhání (přenos osových a/anebo smykových sil) dle požadavků návrhu a posouzení kotvení.</p>\n<p>Dva přístupy k modelování:</p>\n<ul>\n  <li>Při exportu kotvení z IDEA StatiCa Connection do Detailu (např. viz <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM propojení IDEA StatiCa Connection a Detail - Excentricky zatížené kotvení</a>) je vazba pro přenos osové síly mezi kotvami a patní deskou vypnuta, aby se zabránilo nežádoucímu dodatečnému páčení patní desky (viz obrázek níže).&nbsp;</li>\n  <li>Při modelování \"od nuly\" přímo v IDEA StatiCa Detail musí uživatel naopak aktivovat vazby jak pro přenos smyku, tak pro přenos osových sil, aby se zatížení zadané na patní desku do kotev přeneslo.</li>\n</ul>\n<p>Podrobnější vysvětlení vzájemného propojení kotev s patní deskou naleznete ve webináři nebo v článku <a href=\"https://www.ideastatica.com/cz/podpora/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy pro Detail 3D</a>.</p>\n<figure data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9daa2626-f57c-475a-bcd4-e31d6ecda776/fig_5_CZ.png\" data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" alt=\"\"></figure>\n<h2>6. Jakou tuhost patní desky je potřeba nastavit?</h2>\n<p>Důležité je také nastavení správné tuhosti patní desky. Na obrázku níže jsou porovnány tři modely:&nbsp;</p>\n<ul>\n  <li>měkká patní deska exportovaná z aplikace Connection,&nbsp;</li>\n  <li>měkká patní deska modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky,&nbsp;</li>\n  <li>tuhá patní deska se zvětšenou tloušťkou modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky.&nbsp;</li>\n</ul>\n<p>Výsledky ukázaly, že ohybově měkké patní desky modelované přímo v aplikaci Detail typu 3D způsobují nepřesné rozložení napětí v betonu pod patní deskou, protože dochází k jejímu nadměrnému páčení (chybí ztužující vliv sloupu). Tuhá deska tyto problémy eliminuje a poskytuje výsledky konzistentní s výsledky získanými exportem z aplikace Connection. Výpočtem stanovené síly v kotvách byly srovnatelné u prvního a třetího modelu. V druhém případě byly síly v kotvách nadhodnoceny o více než 30 %, což z něj činí nevhodně sestavený model. Pokud tedy model není vytvořen exportem z aplikace Connection a je zatížen v jednom bodě, je doporučeno použít tuhou patní desku (viz třetí model) tak, aby se interakce mezi patní deskou a betonem co nejvíce přiblížila realitě.</p>\n<figure data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0229fd18-d675-44ea-af8a-b47103f7ae99/fig_6_CZ.png\" data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat vnitřní síly na </em><em><strong>zárodek sloupu</strong></em><em>, který je v modelu aplikace Detail přímo zadaná jako deskostěnový prvek, a tím eleminuje nadměrnou deformaci tenké desky, popsanou výše. Proto doporučujeme pro verze 25.1 a vyšší zadávat vnitřní síly na sloup, viz </em><a href=\"https://www.ideastatica.com/cz/podpora/zatizeni-a-kombinace#sloup\"><em>Zárodek sloupu pro přenos zatížení</em></a><em>.</em></p>\n<figure data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84361b92-14ae-4dbe-9c68-0ac7e514fc48/fig_6_CZ_a.png\" data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" alt=\"\"></figure>\n<h2>7. Jak je to s kontaktním napětím?</h2>\n<p>V aplikaci Connection je možné nastavit mezi dvěma plechy tzv. kontakt a zobrazit v nich kontaktní napětí. Je však známým omezením (viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>) exportu kotvení z Connection do Detail, že toto kontaktní napětí není importováno. Důsledkem chybějících účinků odpovídajících kontaktnímu napětí je, že importované síly nejsou na patní desce v rovnováze a dojde k její nadměrné deformaci a tedy předčasnému ukončení výpočtu kvůli divergenci.</p>\n<p>Jak toto omezení obejít?</p>\n<ul>\n  <li>V modelu kotvení v aplikaci Connection se vyhnout použití funkce \"kontakt\". Jedná se o specifickou funkci, která v praxi nastává ve velmi úzkém rozsahu typů přípojů.</li>\n  <li>Pokud je v přípoji kontakt reálně navržen, pak je nutné kotvení zatížit přímo v Detailu (nevyužít exportovaných sil), a to v kombinaci s tuhou patní deskou (viz bod 6).</li>\n</ul>\n<figure data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c590fc0e-0c0e-4890-a5e1-3da8818c7e40/fig_7_CZ.png\" data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" alt=\"\"></figure>\n<h2>8. Proč napětí v soudržnosti dosáhne 99,9 % tak rychle?</h2>\n<p>U většiny modelů dosahuje napětí v soudržnosti 99,9% využití pro velmi nízké úrovně zatížení tahem. Příčinu lze nalézt v pracovním diagramu pro vazbu mezi kotvou/výztuží a betonem, jak je znázorněno na obrázku níže. Vazba velmi rychle dosahuje svého mezního napětí v soudržnosti a jakékoli další zatížení vede k její plastické deformaci.&nbsp;</p>\n<p>Stanovení pevnosti v soudržnosti pro lepené kotvy je popsáno v článku <a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Jak mám nastavit velikost sítě?</h2>\n<p>Kvalita sítě konečných prvků je pro 3D simulace zásadní, zejména u nelineárních výpočtů, protože mj. přímo ovlivňuje dobu výpočtu. Násobitel velikosti konečného prvku, který lze v aplikaci Detail zadat v Nastavení výpočtu, se pohybuje v rozmezí od 0,5 do 5, přičemž nastavená výchozí hodnota je 1. Použití násobitele o velikosti 5 urychluje výpočet, ale výsledky mohou být nepřesné (chyba více než 30 %). Jeho použití je vhodné pro ověření správnosti zadaného modelu a zda např. nedochází k jeho nadměrným deformacím. Po samotné posouzení je víceméně nutné použít násobitel sítě o velikosti 1 pro získání přesnějších hodnot napětí a deformace.&nbsp;</p>\n<p>Stručně řečeno, hrubá síť (vyšší násobitel) se používá pro předběžný návrh, zatímco jemnější síť (nižší násobitel) poskytuje přesnější výsledky, zejména v okolí kotev.</p>\n<figure data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/240cd840-1572-4b89-96c8-5adbf3d6f213/fig_9_CZ.png\" data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> bylo do aplikace Detail přidáno vylepšení tvorby sítě kolem kotev, a to tak, že kolem kotvy vždy dojde k jejímu zjemnění i při nastavení násobitele sítě na jeho horní mez. 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Toto vícenásobné kotvení je možné importovat do aplikace Detail, do které se naimportují všechny zadané betonové bloky, ale uživatel bude upozorněn, že aplikace nepodporuje model s více než jedním blokem, viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>. Uživatel tedy musí odstranit všechny bloky kromě jednoho a všechny patní/čelní desky vztáhnout k tomuto zbývajícímu bloku.&nbsp;</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat více patních desek na jeden existující betonový blok a toto kotvení následně importovat do aplikace Detail. Stále platí, že v aplikaci Detail je podporován pouze jeden betonový blok. Pro vícenásobném kotvení přes hranu betonového bloku platí omezení popsána v článku</em> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>.&nbsp;</p>\n<figure data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83c5bcd2-7759-4ca7-ae19-b84fdbcda042/Multiple%20base%20plates%20on%20one%20block%200.png\" data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" alt=\"\"></figure>\n<h2>Závěr</h2>\n<p>3D CSFM v IDEA StatiCa Detail je výkonný nástroj pro modelování nelineárního chování betonu a výztuže, který zajišťuje shodu s Eurokódem a ACI. Nastavená kritéria zajišťují, že se výpočty zastaví při dosažení kritických mezí deformace, a pro realistické výsledky je nezbytné správné zadání výztuže. Kvalita sítě je zásadní pro přesné simulace, přičemž jemnější sítě poskytují lepší přesnost za cenu delší doby analýzy. Dodatečné vyztužení, přenos smykové síly a správné nastavení exportu jsou také klíčovými faktory pro dosažení přesných návrhů v souladu s normami.</p>\n<p>Pro podrobnější informace se podívejte na webinář <a data-item-id=\"fe18abc4-7d3c-45ac-97e6-002bf87224ef\" href=\"\">10 nejčastějších dotazů k návrhu kotvení ve 3D v aplikaci Detail</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n29be3466_cd29_01db_1c66_14facc168859\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f0563cd1_d2b7_0191_3ee0_9d445a05e7f1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n206ffc14_2b65_01cc_bf5a_b779f6aef349\"></object>"
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    "value": "<h4>Zatížení</h4>\n<p>Zatěžovací stavy lze definovat stejným způsobem jako u 2D železobetonových prvků. To znamená, že každému zatěžovacímu stavu lze přiřadit buď typ zatížení Stálé nebo Proměnné. Stálé zatěžovací stavy se aplikují na model jako první, po úspěšném výpočtu se aplikují Proměnné zatěžovací stavy.</p>\n<p><strong>Typy zatěžovacích impulsů</strong></p>\n<p>Do každého zatěžovacího stavu lze přidat celkem 4 typy zatěžovacích impulsů.</p>\n<figure data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a74896fa-8195-4964-af34-54c00dc063e1/3D%20Detail%20in%2024.1_12.png\" data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" alt=\"\"></figure>\n<p>Definice <strong>Plošných zatížení</strong> je identická s definicí Plošné podpory. To znamená, že je možné ji specifikovat dvěma způsoby - Celý povrch a Křivka. Zadává se intenzita zatížení ve třech obecných směrech.</p>\n<figure data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c74d25ca-9769-43ab-ada4-689cc6d37c8d/3D%20Detail%20in%2024.1_13.png\" data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" alt=\"\"></figure>\n<p><strong>Skupina sil</strong> je zatěžovací entita, která umožňuje specifikovat síly ve třech směrech kdekoli na modelu pomocí tabulky. Může být vztažena k patní desce nebo k povrchu betonového bloku. Pro tabulkový vstup je možné použít funkci kopírování/vkládání z tabulkového programu.</p>\n<figure data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ce5368-7855-4780-9b4e-81644c7f0efd/3D%20Detail%20in%2024.1_15.png\" data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" alt=\"\"></figure>\n<p><strong>Vlastní tíha</strong> by měla být zahrnuta v každém modelu. Například betonové základy zatížené ohybovým momentem se nebudou tak snadno převracet.</p>\n<p><strong>Bodová zatížení</strong> lze zadat přímo na patní desku se šesti vnitřními silami Fx, Fy, Fz, Mx, My a Mz v obecné poloze.&nbsp;</p>\n<figure data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51aa0fb3-02d6-43a9-af83-0bead2bfc5bd/3D%20Detail%20in%2024.1_14.png\" data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6de9dc19_866a_018d_71ee_d4cd1b08adca\"></object>\n<p>Aplikace této sady sil přímo na deformovatelnou patní desku o reálné tloušťce může vést k nerealistické redistribuci napětí napříč deskou, kotvami a betonem. Při zadávání bodových sil je proto vhodnější použít druhou možnost - sloup.</p>\n<p><strong>Sloup</strong></p>\n<p>Sloup představuje krátkou část ocelového prvku připojenou k patní desce. Je modelován ze<strong> skořepinových prvků </strong>při použití standardní databáze průřezů.</p>\n<figure data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c713daf-8284-43c3-9f27-7fa9bf3cf6aa/stub%20section.png\" data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" alt=\"\"></figure>\n<p><strong>6-složková sada vnitřních sil</strong> (síly a momenty) je aplikována v <strong>jediném bodě</strong> na konci sloupu - tj. ve styčníku.</p>\n<figure data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dac00a1-cae1-4b8a-ba9f-f69efe1685f4/stub%201.png\" data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\" alt=\"\"></figure>\n<p>Vazby <strong>přenášejí síly</strong> na <strong>horní plochu sloupu</strong>, odkud jsou přirozeně <strong>redistribuovány přes sloup</strong> do patní desky, kotev a betonu.</p>\n<figure data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b21d544-b060-4bb4-9a1f-cb7b33bc4b4b/stub%20forces.png\" data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" alt=\"\"></figure>\n<p>Tento přístup zachovává skutečnou tuhost mezi sloupem a deskou a eliminuje potřebu jakékoli ruční redistribuce nebo dodatečných předpokladů.</p>\n<p><em>Sloup je dostupný od verze 25.1.</em></p>\n<h4>Kombinace</h4>\n<p>Protože analýza v IDEA StatiCa Detail je nelineární, používají se takzvané nelineární kombinace. To znamená, že jednotlivé zatěžovací stavy se nepočítají a výsledky se pak nesčítají. Naopak, zatěžovací stavy stejného typu zatížení se sčítají před výpočtem, samozřejmě s příslušnými součiniteli definovanými v kombinacích, a teprve pak se analyzují účinky jednotlivých kombinací. Proto je existence alespoň jedné kombinace předpokladem pro spuštění výpočtu.</p>\n<p>Zatím lze definovat pouze kombinace pro ULS.</p>\n<figure data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d078ad21-98af-4d98-880f-39cae23b551e/3D%20Detail%20in%2024.1_16.png\" data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" alt=\"\"></figure>"
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            "value": "<h3>Úvod</h3>\n<p>Na začátku tohoto textu je potřeba definovat, k čemu je aplikace určena. V současné verzi jsou vyvinuty nástroje a je ověřeno řešení pouze pro <strong>kotvení ocelových konstrukcí v jednoduchých blocích z vyztuženého betonu.</strong></p>\n<p>Následující text je rozdělen do dvou částí: omezení aplikace a metody 3D CSFM samotné a omezení importu z IDEA StatiCa Connection.</p>\n<h3>Omezení aplikace Detail 3D</h3>\n<h4>Železobeton</h4>\n<p><strong>Metoda 3D CSFM není určena pro prostý nebo slabě vyztužený beton</strong>. V takovém případě může výpočet vést k zavádějícím výsledkům nebo divergenci nelineárního výpočtu.&nbsp;</p>\n<p>Více se dočtete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Hlavní důvod, proč je potřeba modelovat <strong>pouze vyztužený beton</strong>, je zanedbání tahové pevnosti betonu v použité výpočetní metodě 3D CSFM. Všechna tahová napětí tedy musí být přenesena výztuží.</p>\n<p>Dalším důvodem je, že v aplikaci IDEA StatiCa Detail 3D nejsou použity principy lomové mechaniky. Model nesimuluje explicitní šíření trhlin ani nevyužívá parametry betonu definované v lomové mechanice (G_f, K_IC, tvar lomové plochy). Beton je modelován jako tvárný materiál s vodorovnou plastickou větví v tlaku – jakmile je dosaženo mezního tlakového napětí, napětí zůstává konstantní a pouze deformace se dále zvyšují až do předepsané meze. V důsledku toho dokáže Detail 3D zachytit plastické přerozdělení napětí a deformací v D-oblastech, ale explicitně nemodeluje mechanismy křehkého porušení řízené lomovou mechanikou (např. čisté smykové porušení prostého betonu, nestabilní šíření jediné dominantní trhliny atd.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Závěrem lze říci, že modely musí splňovat definici železobetonu uvedenou v mezinárodních normách. Pokud dodržíte konstrukční definované v normách, obdržíte správné výsledky.&nbsp;</p>\n<h4>Mezní stav únosnosti</h4>\n<p>Všechny výpočty a posudky jsou implementovány&nbsp;<strong>pouze pro MSÚ</strong>. Definice materiálových modelů a způsob samotného výpočtu musí být u MSP odlišný. Tento rozdíl můžete vidět v Detailu ve 2D.&nbsp;</p>\n<h4>Tlakové změkčení (tzv. Compression softening)</h4>\n<p>Nejprve si definujme, co je to tlakové změkčení: Beton v tlaku ztrácí pevnost a tuhost, když je současně silně potrhaný v tahu, tj. když jsou přítomna velká příčná tahová napětí.</p>\n<p>V případech, kdy je únosnost určena tlačenou vzpěrou procházející silně potrhaným betonem, má Detail 3D tendenci nadhodnocovat únosnost (tj. být mírně nekonzervativní), pokud je výsledek interpretován přímo jako skutečná mezní únosnost.</p>\n<p>Z těchto důvodů je 3D modul zatím vhodný pouze pro posouzení únosnosti kotvení v jednoduchých železobetonových blocích.</p>\n<p>I když je možné modelovat například pilotové založení s využitím podpor na malé ploše, ověření není spolehlivé, protože změkčující efekt se stává významným, zejména u detailů souvisejících s protlačením. Stejná situace může nastat v případě tenké desky s na ní umístěným sloupem a v dalších podobných případech, kdy není prvek dostatečně vyztužen svislou výztuží.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Pro tyto situace je nutné implementovat změkčení betonu, které je v současnosti dostupné pouze v 2D modulu.&nbsp;<strong>Proto lze 3D modul použít pouze pro kontrolu porušení kolem kotev, kde tento efekt nemá vliv.</strong></p>\n<h4>Posouzení kotev</h4>\n<p>Prvek kotvy je definován tak, že je schopný přenášet osové tahové/tlakové síly stejně jako smykové síly, přičemž je zohledněna ohybová tuhost kotvy, jak je popsáno v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Podporujeme posudky dle příslušných norem (<strong>pouze EN</strong>), proto lze IDEA StatiCa Detail použít samostatně pro posouzení kotvení jako celku (kotvy, výztuž, beton).</p>\n<p>Implementované normy:&nbsp;<strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1.&nbsp;</strong></p>\n<p>Pro posouzení dalších komponent styčníku (svarů, plechů atd.) je potřeba použít IDEA StatiCa Connection, kde můžete provést i kompletní posouzení kotev pro prostý beton. Kotvení v Connection – spolu s aplikovanými silami – lze exportovat do Detailu pro další návrh výztuže.</p>\n<p>Pro <strong>ACI a australskou normu</strong> <strong>nejsou dosud implementovány</strong> normové posudky kotev ve smyku a ve smyku + tahu, proto je vždy nutné pro komplexní normové posudky kotev použít obě aplikace.</p>\n<h4>Překlopení</h4>\n<p>Pokud zadané zatížení způsobí překlopení modelu, model bude počítat až do divergence nebo dosažení kritéria. To obvykle trvá dlouho s následujícím výsledkem:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Zobrazuje se procento přeneseného zatížení před ztrátou stability modelu. V Doplňkových výsledcích je možné zobrazit extrémní deformace.</p>\n<p>Alternativní řešení: Doporučuje se nejprve vypočítat jakýkoli model s Násobkem výchozí velikosti sítě nastaveným na vysokou hodnotu (4-5). Tento násobek lze najít v Nastavení -&gt; Nastavení sítě. Výpočet proběhne rychle a &nbsp;vy budete moci zjistit, zda je problém v překlopení modelu nebo ne.</p>\n<p>Je potřeba zkontrolovat, zda je v zatížení zadána vlastní tíha betonového bloku, která případnému překlopení modelu může zabránit. Pozor, importem z aplikace Connection není vlastní tíha do modelu zadána automaticky, viz text dále.</p>\n<h3>Omezení importu z aplikace Connection</h3>\n<h4>Kontakty</h4>\n<p>Obecně není podporován import sil působících na základovou desku prostřednictvím <strong>kontaktu</strong> s jinou ocelovou deskou. To platí jak pro kontakt hrana-plocha, tak pro typy kontaktů plocha-plocha. Více si přečtěte <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"v tomto článku\">v tomto článku</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Kotvení bez patní desky</h4>\n<p>Pouze modely kotvené přes patní desku mohou být správně importovány do aplikace Detail. Pro modely, kde jsou prvky připojeny k betonovým blokům přímo&nbsp;(např. přes spodní pásnici), je plech prvku s kotvami importován bez zatížení, tj. nejsou importovány silové účinky ze svarů.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Vlastní tíha není přidána automaticky</h4>\n<p>Vlastní tíha není v importovaných zatěžovacích stavech automaticky zahrnuta, musí být dodatečně přidána uživatelem. To může hlavně ovlivnit případy kotvení k základovým patkám, kde neuvážení vlastní tíhy může vést ke ztrátě stability a k překlopení základu, jak je zmíněno v odstavci výše.</p>\n<h4>Nepodporované typy kotvení pro export do Detailu</h4>\n<p>Kotvy s hákem nejsou v Detailu podporovány. V exportovaném souboru bude místo nich použita kotva s podložkou.</p>\n<p>Podložka je modelována jako deskostěnový prvek přímo připojený k dříku kotvy a přenášející zatížení na beton výhradně prostřednictvím tlakového kontaktu. Podložka je modelována lineárně, bez plasticity, a není podrobena posudkům únosnosti. Vzhledem k tomu, že podél dříku je nulová pevnost v soudržnosti, veškeré zatížení se přenáší do betonu prostřednictvím podložky. Více o typech kotev naleznete v článku <a href=\"https://www.ideastatica.com/cz/podpora/jednotlive-kotvy-v-detailu\">Jednotlivé kotvy v Detailu</a>.</p>\n<h4>Nepodporované kombinace kotev</h4>\n<p>Aplikace Detail nepodporuje kombinování spřahovacích trnů nebo výztuže s jinými typy kotev. Tyto typy kotev nebudou zahrnuty do výstupu. Více informací o možnostech kotevních desek naleznete v článku <a href=\"https://preview.ideastatica.com/cz/podpora/moznosti-zadani-kotevni-desky\">Možnosti zadání kotevní desky</a>.</p>\n<h4>Kombinace importovaných zatížení a zatížení zadaných uživatelem</h4>\n<p><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu</strong>. Z důvodů popsaných v&nbsp;<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>. Kotvy se do Detailu naimportují tak, že nejsou s patní deskou propojené na osovou sílu (propojení na smyk je řízeno způsobem přenosu smyku). Pokud v Detailu vytvoříte zatížení aplikované na patní desku, je zřejmé, že zatížení z patní desky nebude do kotev přeneseno.</p>\n<p>Alternativní řešení: Zkopírujte importovanou Položku projektu, odstraňte všechna importovaná zatížení, propojte všechny kotvy s patní deskou na osovou sílu a poté můžete zadat nové zatížení.</p>\n<h4>Více betonových bloků</h4>\n<p>V aplikaci Detail je podporován<strong> pouze jeden betonový blok</strong>. Nicméně betonový blok může být upraven pomocí Negativního tělesa, Roviny řezu a operace Řez. Díky tomu je možné modelovat složitější tvary jako jsou podstavce, rozšíření základových pásů, kotvení v blízkosti otvorů atd.</p>\n<p>Je také možné importovat dva nezávislé betonové bloky z aplikace Connection, které se importují do aplikace Detail jako dvě položky modelu, jež lze dále upravovat pomocí operace Řez.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<h4>Více než jedna kotevní deska v bloku</h4>\n<p>Export více kotevních desek je podporován, ale <strong>nedoporučuje se importovat takzvané kotvení na hraně</strong>.&nbsp;</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>V aplikaci Connection je beton modelován zjednodušeným způsobem pomocí Winklerova podloží. Na druhou stranu je ocelová část nad betonovým blokem modelována podrobně se zohledněním plasticity materiálů. Pro detailnější posouzení železobetonu pod patní deskou je možné exportovat patní desku, kotvy a zatížení do aplikace Detail. Tam je beton modelován plasticky.</p>\n<p>Kotvy jsou exportovány rozpojené pro přenos osové síly a zatížení mezi nimi je nahrazeno dvojicí sil stejné velikost, ale opačného směru (právě kvůli chybějící tuhosti ocelové části nad patní deskou). Proto není možné, aby se osové síly v kotvách změnily, pokud se krycí vrstva v rohu betonového bloku stane plastickou (odprýskne se). Obdobně jsou svary patních desek exportovány rozpojené, přičemž spojení je nahrazeno stejnými, ale opačnými silami. Proto nemůže dojít ke změně napětí na svaru v případě plastizace betonového rohu.</p>\n<p>Z toho vyplývá, že po exportu, ačkoli jsou všechny síly působící na základní desky v rovnováze, nebudou splněny deformační podmínky.</p>\n<p><em>Platí to pro současnou verzi 25.1.2. Může se lišit v předchozích verzích, protože postupně pracujeme na odstranění těchto omezení. Více informací o každé verzi najdete v </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>novinkách k verzi</em></a><em>.</em><br>\n</p>"
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                                                    "value": "<h3>Posouzení kotvení v aplikaci Connection</h3>\n<p>Již nějakou dobu lze v aplikaci IDEA StatiCa Connection modelovat a posuzovat kotvení ocelových nosníků/sloupů do betonového bloku. Do nedávno vydané verze 24.1 byla přidána možnost modelování kotev s háky. Pro posouzení různých způsobů porušení kotev a betonu se používají empirické vzorce z Eurokódu (EN 1992-4 a EN 1993-1-8). Vzhledem k chybějícím informacím o některých typech kotev a skutečnosti, že výztuž v betonovém bloku nelze zohlednit, však nelze některé způsoby porušení plně posoudit. Uživatel však je na tuto skutečnost upozorněn.</p>\n<figure data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9755e4c-244b-4015-b72f-e003fede656d/landing_page_1.png\" data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" alt=\"\"></figure>\n<h3>Aplikace 3D Detail</h3>\n<p>Dříve musel uživatel u některých způsobů porušení doplňovat chybějící posudky sám ručními výpočty. Aby se tyto nedostatky odstranily, je nyní možné<strong> exportovat model z aplikace Connection do aplikace 3D Detail.</strong> To zahrnuje přenesení geometrie a parametrů betonového bloku, patní desky a kotev včetně působícího zatíženi. V aplikaci 3D Detail je pak možné do betonového bloku domodelovat výztuž a provést nelineární výpočet metodou konečných prvků (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>Posudky pak nejsou založeny na standardních vzorcích Eurokódu, ale je posouzeno přímo napětí a přetvoření v betonu a ve výztuži stanovené se zohledněním normových charakteristik materiálů.</p>\n<p>V rámci webináře vám na praktické ukázce představíme celý pracovní postup posouzení kotvení a vysvětlíme speficika modelování.</p>\n<h3>A co dál?</h3>\n<p>Přečtěte si více o normovém posouzení kotvení v aplikacích IDEA StatiCa:</p>\n<ul>\n  <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">Propojení IDEA StatiCa Checkbot s Hilti PROFIS</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Teoretické základy výpočtu kotvení v aplikaci IDEA StatiCa Connection</a></li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do 3D Detailu</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h3>Záznam webináře</h3>"
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                                                    "value": "<p>Pevnost v soudržnosti, která se zadává u prvku <strong>Jedna kotva</strong> v Detailu 3D je <strong>návrhová hodnota</strong> pevnosti v soudržnosti lepené (dodatečně instalované) kotvy. Jedná se o klíčový parametr pro návrh kotvení v Detailu 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>Z hlediska EN 1992-4 můžeme návrhovou pevnost v soudržnosti definovat jako τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub>&nbsp;</p>\n<p>γ<sub>Mp</sub>&nbsp; je dílčí součinitel bezpečnosti definovaný v tabulce 4.1 v EN 1992-4</p>\n<p>γ<sub>mp</sub> = γ<sub>mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1,5</p>\n<p><strong>γ</strong><strong><sub>inst&nbsp; </sub></strong>- součinitel zohledňující citlivost dodatečně instalovaných kotev na podmínky při instalaci. Lze nalézt v příslušných evropských technických specifikacích pro konkrétní produkt.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> &nbsp;- je charakteristická pevnost v soudržnosti dodatečně lepené kotvy. &nbsp;Závisí na pevnosti, třídě betonu a stavu betonu – popraskaný vs. nepopraskaný. Lze jej nalézt v certifikátu pro lepící chemickou maltu, například ETA – European Technical Assesment.</p>\n<h3>Příklad</h3>\n<p>Mějme dodatečně lepenou kotvu ze závitové tyče M12&nbsp;a maltu Hilti HIT-HY 200-A V3. Otvor je vyvrtán příklepem. Kotva se instaluje za sucha do betonu C20/25 s trhlinami . Projektovaná životnost je 50 let.</p>\n<p>Nejprve musíme přejít na webovou stránku produktu HIT-HY 200-A <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">zde</a>. Hledáme ETA dokument. Přejděte do části <strong>Technical data</strong> a otevřete dokument PDF Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Na straně 3 tohoto dokumentu naleznete odkazy na příslušné dokumenty ETA.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Otevřete dokument ETA-19/0601, který je pro nás relevantní. Odkaz v prvním řádku tabulky.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>V tabulce C1 tohoto dokumentu naleznete údaje pro <strong>τ</strong><strong><sub>Rk</sub></strong> - charakteristická pevnost v soudržnosti. Konzervativně pro teplotní rozsah II, v našem případě τ<sub>Rk</sub> = 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>V tabulce C1 dokumentu naleznete také relevantní γ<sub>inst </sub>. V našem případě γ<sub> inst</sub> = 1,0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>Konečná hodnota návrhové pevnosti v soudržnosti&nbsp;je τ<sub>Rd</sub> = 8,0 /(1,5x1,0) = 5,3 MPa.&nbsp;</p>\n<p><br>\n</p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n63e88226_a2a8_01a1_1e77_fd408ae10ab1\"></object>"
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                                                            "value": "<h3>Zařízení&nbsp;pro přenos zatížení</h3>\n<p><strong>Zařízení pro přenos zatížení</strong> obsahují dvě entity: patní desku a kotvu. Začněme patní deskou. Chcete-li určit její umístění na betonovém bloku, je nutné vybrat referenční povrch a hranu. Ty definují počátek souřadnic, ze kterých se měří vzdálenosti X a Y. K dispozici jsou dvě možnosti definice tvaru, obdélníkový a polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>Patní deska je spojena s betonovým prvkem kontaktem, který přenáší tlaková napětí, a pokud se uživatel rozhodne, může přenášet i smyková napětí. Lze vybrat tři mechanismy přenosu smyku:</p>\n<ul>\n  <li><strong>třením</strong></li>\n  <li><strong>pomocí kotev</strong></li>\n  <li><strong>pomocí smykové zarážky</strong></li>\n</ul>\n<p>Software neumožňuje tyto mechanismy přenosu smyku kombinovat.</p>\n<p>Při přenosu třením je třeba zadat návrhovou hodnotu součinitele tření. Pro variantu přenosu pomocí smykové zarážky je třeba zadat ocelový profil včetně geometrie a polohy.</p>\n<p>Patní deska může přenášet buď bodové zatížení, nebo skupinu sil. Pro bodové zatížení lze model zatížit šesti vnitřními silami (Fx, Fy, Fz, Mx, My a Mz) v libovolné poloze na patní desce. U skupiny sil mohou uživatelé zadávat polohy, intenzity a směry sil do tabulky, což umožňuje obecné umístění na patní desce. Je důležité zmínit, že patní deska je bodově zatížená a nemá na horní straně přivařenou žádnou výztuhu ani ztužijící prvek. Pro správné rozložení zatížení je tedy důležité použít relativně tuhou desku s poměrně velkou tloušťkou.&nbsp;</p>\n<p>Druhé zařízení pro přenos zatížení, kotvu, lze přidat a propojit s patní deskou a vytvořit tak například detail kotvení sloupu pomocí čtyř kotev (viz obrázek níže). Je také možné modelovat samostatné kotvy bez patní desky.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>Více informací o propojení s patní deskou naleznete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Z hlediska polohy a geometrie jsou kotvy vztaženy k povrchu a hraně bloku, včetně určení relativní polohy jako u patní desky. Samozřejmě je možné specifikovat délku kotvy v betonu a délku nad betonovou plochou.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>Kotvy jsou implementovány ve dvou variantách:</p>\n<ul>\n  <li>Na místě zabetonovaná výztuž</li>\n  <li>Lepená kotva</li>\n</ul>\n<p>Pro na místě zabetonovanou výztuž se používá mezní napětí v soudržnosti podle EN 1992-1-1 kap. 8.4.2. Kromě toho je možné pro tento typ kotvy určit Způsob kotvení stejně jako pro běžnou výztuž.</p>\n<p>U lepených kotev je možné přímo zadat Pevnost vazby (soudržnost), kterou si uživatel může zjistit např. z technického listu nanesené lepicí malty. Je důležité poznamenat, že <strong>je nutné zadat návrhovou hodnotu mezního napětí v soudržnosti</strong>.</p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>Podrobný popis chování vzájemného propojení kotvy a patní desky je popsán v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>"
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                                                                    "value": "<p>Eurokód specifikuje několik způsobů porušení kotev a betonových patek a dále je dělí podle typu zatížení. <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">V IDEA StatiCa Connection</a> jsme dosud mohli kotvy posoudit, ale s určitými omezeními bylo nutné hodnocení provádět ručně.&nbsp;</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Současně nebylo možné počítat s vyztužením betonových bloků. To se nyní mění s aplikací IDEA StatiCa 3D Detail, která přidává další možnosti. IDEA StatiCa 3D Detail nenabízí posouzení tak, jak jsme zvyklí v normě, která definuje posouzení prostého betonu. Pomocí MKP analýzy nyní můžeme ověřit, že železobeton bude vyhovovat zadanému zatížení a bude zabráněno porušení betonu, které by tomuto zatížení odpovídalo. Aplikace fungují a lze je používat samostatně, ale díky <a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">propojení mezi aplikacemi Connection a 3D Detail</a> je možné 3D Detail používat i jako doplňkový výpočet v případě nevyhovujícího posouzení v aplikaci Connection.&nbsp;</p>\n<p>Nyní si projděme podmínky Eurokódu jednu po druhé a možnosti, které nám aplikace nabízejí.&nbsp;</p>\n<h2>Tahová síla</h2>\n<p>Eurokód rozděluje první typ zatížení (<strong>tahovou sílu</strong>) na 6 způsobů porušení kotvy nebo betonového bloku (a, b, c, d, e, f) a další dva pro vyztužené patky (g, h).&nbsp;</p>\n<p>Na obrázku níže schématicky vidíte, jaký typ porušení můžete pomocí aplikace Connection posoudit a jaké chování lze použitím železobetonu, a tedy analýzou v 3D Detailu, pokrýt. IDEA StatiCa Connection používá pro návrh kotev <strong>(CBFEM) </strong>empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.1)<strong>,</strong> zatímco IDEA StatiCa 3D Detail je zcela založena na metodě konečných prvků <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM).</strong></a> Některé možnosti posouzení se tedy v obou aplikacích překrývají, ale vždy jinou metodou.&nbsp;</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Z povahy metod implementovaných v aplikacích vyplývá, že v aplikaci Connection lze uvažovat pouze prostý beton, zatímco <strong>v 3D Detailu lze uvažovat pouze železobetonové patky</strong>.&nbsp;</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Hlavní předpoklady a omezení analýzy pro IDEA StatiCa 3D Detail jsou uvedeny v článku <a href=\"https://www.ideastatica.com/cz/podpora/znama-omezeni-pro-3d-detail\">Známá omezení pro 3D Detail</a>.</p>\n<h4>a) Porušení&nbsp;oceli kotvy</h4>\n<p>V obou aplikacích se ověřuje samotné porušení oceli u tahem zatížených kotev. Pevnost kotvy v tahu se v aplikaci Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>V aplikaci Detail jsou kotvy kontrolovány podle vybraného Eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1.&nbsp;</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>V 3D Detailu se kotvy posuzují jako běžná výztuž podle pracovních diagramů definovaných pro jednotlivé materiály, přičemž se používá hodnota mezního přetvoření&nbsp;maximálně 5% (vypočteno na základě vlivu tahového ztužení).</p>\n<h4>b) Vytržení betonového kužele&nbsp;</h4>\n<p>Vytržení betonového kužele se v aplikaci Connection ověřuje dle níže uvedeného vzorce, posuzuje se však pouze <strong>prostý beton</strong>.&nbsp;</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Proto v případě, že betonový kužel selže, je vhodné přistoupit k IDEA StatiCa 3D Detail, kde je provedena analýza betonového bloku včetně jeho vyztužení. Pevnost betonu v tahu je konzervativně zanedbávána, což znamená, že únosnost při porušení kužele je do značné míry určena stanoveným množstvím výztuže. Na obrázku níže můžete vidět <strong>směry hlavních tlakových napětí</strong>. V pravé části vidíte hodnoty napětí v betonu, které jsou porovnány s mezními hodnotami.&nbsp;</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>&nbsp;c) Vytažení kotvy</h4>\n<p>Tento posudek je v aplikaci Connection proveden pouze pro určité případy (viz první obrázek v tomto článku). U dodatečně instalovaných mechanických kotev je nutné dodatečné posouzení.&nbsp;</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>V 3D Detailu je možné nastavit tzv. <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lepené kotvy</a> a specifikovat návrhovou pevnost v soudržnosti podle jejich technických parametrů. Jak stanovit napětí v soudržnosti je uvedeno v článku&nbsp;<a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>. Na základě těchto parametrů se pak kotvy ověří. (Platí pouze pro železobeton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Kombinace vytažení a porušení betonu u lepených kotev</h4>\n<p>Toto porušení lze zjistit pouze v aplikaci 3D Detail, kde se pomocí metody 3D CSFM posuzují napětí v betonu a kotevní plochy. Kombinovaný mechanismus vytažení a porušení betonu je v 3D Detailu založen na výše definovaných principech a jeho posouzení je součástí kontroly pevnosti betonu a kotvení. (Platí pouze pro železobeton.)</p>\n<h4>e) Rozštěpení betonu</h4>\n<p>V aplikaci Connection není tento způsob porušení možné posoudit. Porušení rozštěpení roznášecí oblasti betonu je obvykle problémem prostého betonu, kde použití výztužení zabraňuje jeho výskytu, proto posouzením vyztužené patky v 3D Detailu je toto porušení automaticky zohledněno. Zároveň je možné v aplikaci Detail zobrazit napětí a přetvoření jak tažené/tlačené výztuže, tak betonu v tlaku.&nbsp;</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Odprýsknutí betonu</h4>\n<p>U prostého betonu je v aplikaci Connection zaveden empirický posudek podle Eurokódu.&nbsp;</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>U vyztužených prvků je možné použít 3D Detail. Porušení betonu při odprýsknutí povrchu betonu je zahrnuto v pevnostní analýze betonu, kde jsou tahová napětí přenášena pouze výztuží (jak již bylo několikrát zmíněno výše).</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených betonových bloků je vyžadováno posouzení přídavné výztuže. Porušení výztuže a kotvy je součástí posouzení výztuže v 3D Detailu.&nbsp;</p>\n<p><strong>g) Porušení oceli výztuže</strong></p>\n<p><strong>h) Porušení kotvení výztuže</strong></p>\n<h2>Zatížení smykem</h2>\n<p>Eurokód rozděluje druhý typ zatížení (<strong>smykovou sílu</strong>) na 4 možné případy porušení kotvy nebo betonového bloku (a, b, c, d) a další dva pro vyztužené patky (e, f).&nbsp;</p>\n<p>Na obrázku níže je <strong>schématicky</strong> znázorněno, jaký typ porušení můžete posoudit pomocí aplikace Connection a také jaké chování lze použitím železobetonu, a tedy i analýzou v 3D Detailu, pokrýt.&nbsp;IDEA StatiCa Connection používá empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.2) <strong>pro návrh kotev </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM).</strong></a> Všechny typy poruch způsobených smykovou silou jsou pokryty v aplikaci Connection. &nbsp;</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>Opět je třeba zdůraznit, že je vyžadován pouze železobeton.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<h4>a) Porušení oceli kotvy, síla bez ramene</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla nepůsobí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>V Detailu jsou kotvy opět posuzovány dle vybraného eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1. U starších verzí uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>b) Porušení oceli kotvy, síla na rameni</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla působí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>Výše uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>c) Vylomení betonu</h4>\n<p>Vylomení betonu smykem zatížených kotev se ověřuje pouze v Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>Smyková únosnost betonu zatíženého třením na styký s patním plechem se pak posuzuje v aplikaci 3D Detail.&nbsp;</p>\n<h4>d) Porušení okraje betonu</h4>\n<p>Porušení okraje betonu u kotvy zatížené smykem se v aplikaci Connection ověřuje pouze pro prostý beton. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Porušení okraje betonu vyztuženého bloku vlivem působení smykové síly lze v aplikaci 3D Detail posoudit.</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených základů je vyžadováno posouzení přídavné výztuže. Porušení výztuže oceli a kotvení je součástí posouzení výztuže v IDEA StatiCa 3D Detail.&nbsp;</p>\n<p><strong>e) Porušení oceli přídavné výztuže</strong></p>\n<p><strong>f) Porušení kotvení přídavné výztuže</strong></p>\n<h2>Závěr</h2>\n<p>Nejvýznamnější výhodu použití aplikace 3D Detail lze nalézt v případech, kdy pro dané zatížení nevyhovuje prostý beton, je nutné zohlednit přídavnou výztuž nebo při posudcích vzájemně se ovlivňujících skupin kotev, které nejsou normou spotihnuty. Všimněte si, že kotvy a smykové zarážky je třeba i nadále posuzovat v aplikaci Connection, ale společně tyto dva softwarové nástroje poskytují komplexní řešení.</p>\n<p>Vzhledem ke způsobu a způsobu provedení aplikace <strong>je 3D Detail vhodný pouze pro vyztužené základy.</strong>&nbsp;</p>\n<p><br>\n</p>"
                                                                  },
                                                                  "regions": {
                                                                    "name": "Region",
                                                                    "type": "taxonomy",
                                                                    "value": [
                                                                      {
                                                                        "name": "CZ/SK",
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                                                                            "value": "<p>V IDEA StatiCa Connection lze modelovat a posoudit kotvení v betonovém bloku. Někdy může být užitečné nebo dokonce nezbytné betonový blok vyztužit. Tato funkce bohužel v aplikaci Connection není k dispozici.&nbsp;</p>\n<p>S rozvojem <strong>3D Detailu (BETA),</strong> zaměřeného na kotvení do betonových bloků a analýzu jak kotvících prvků, tak samotného betonového bloku, však máme řešení. Mimo to je vytvořeno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c234ef5c-995b-428f-86c3-828974d8c89e/import3.png\" data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu, mohou pouhým kliknutím na tlačítko importovat svůj model z aplikace Connection do pokročilého 3D Detailu (BETA).</strong></p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export z aplikace Connection je povolen pouze pro třídu Kotvení. Pokud v modelu není žádný betonový blok, tlačítko Detail na kartě Export je deaktivováno.</li>\n  <li>Model v aplikaci Connection je potřeba spočítat. Pokud nejsou k dispozici výsledky, ikona exportu je deaktivována s popiskem: \"Nejprve musíte spočítat svůj model.\"</li>\n  <li>Po výpočtu modelu kotvení je tlačítko exportu povoleno.&nbsp;</li>\n</ul>\n<h3>Jak exportovat kotvení z aplikace Connection do 3D Detailu?</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a model nechte spočítat.</p>\n<figure data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77ac3bc7-d6eb-48cd-8ab6-9f0bd64e385a/import1.png\" data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" alt=\"\"></figure>\n<p>Pokud jsou výsledky k dispozici, export je povolen. Kliknutím na tlačítko \"Detail\" na kartě Export se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru v 3D Detailu.</p>\n<figure data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75b2b536-c7f4-42d2-a89c-2d873b58ef40/import2.png\" data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\" alt=\"\"></figure>\n<p>Po úspěšném exportu se vytvoří projekt v 3D Detailu. <strong>Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do aplikace 3D Detail.</strong> Plošná podpora umístěná na spodním povrchu betonového bloku se vytvoří automaticky.</p>\n<figure data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb5a88a8-9c8a-43ee-97a5-f7c93e84e934/import5.png\" data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" alt=\"\"></figure>\n<p>Nejsložitější částí tohoto procesu je export zatížení. <strong>Pro každý spočtený účinek zatížení v aplikaci Connection se v 3D Detailu automaticky vytvoří příslušný zatěžovací stav a kombinace MSÚ.</strong></p>\n<figure data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f76c00-d18c-40da-9fe4-ccc31af3c6d6/import4.png\" data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" alt=\"\"></figure>\n<ul>\n  <li>Patní deska je zatížena <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>skupina sil.</strong></li>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatěžovány bodovým zatížením. Kotva přenáší pouze tlak a tah. Smyk se přenáší třením mezi betonovým blokem a patní deskou.&nbsp;</li>\n</ul>\n<p>Při importu modelu z aplikace Connection se zatížení vytvoří automaticky. Zatížení kotev je na scéně znázorněno dvojicí šipek v opačném směru.&nbsp;</p>\n<ul>\n  <li>Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy.&nbsp;</li>\n  <li>Druhá šipka představuje tlakovou sílu působící na patní desku.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Pro zatížení samotné patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky získané z modelu kotvení v aplikaci Connection.</p>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<p>Posledním krokem je přidat výztuž do betonového bloku a následně model vypočítat.&nbsp;</p>\n<p><em>Poznámka: Posouzení v 3D Detailu je v současnosti možné provést pouze podle evropských norem.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7837b25_d48e_01ed_b800_867da1b9516a\"></object>\n<p>Více o 3D Detailu jako řešení kotvení do betonu najdete v <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatném článku s poznámkou k vydání</a>.</p>\n<p>Jestliže vaše licence neobsahuje aplikaci Detail, využijte příležitosti a <a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\" data-new-window=\"true\" title=\"get the free Detail testing module\" target=\"_blank\" rel=\"noopener noreferrer\">získejte zdarma testovací modul Detailu</a> s plnou funkcionalitou.</p>\n<p>Vydáno v IDEA StatiCa verzi 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. 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Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. 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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e7a8da0_455f_0101_591f_bc545f1dceb8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n588522c9_7b99_01cd_1062_0fa36aa858bc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e9a272df_fe61_01a0_fb34_5b1e78353eae\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ecd19d3d_3a3e_01e5_a62e_8d47c5eb4bba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c68a16c2_29f5_0161_0f3e_b64dc9f5b683\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd49d225_437c_01fe_80a0_e244844e3de5\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released&nbsp;Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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                                                                                                    "name": "Region",
                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
                                                                                                      {
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                                                                                                        "codename": "cz_sk"
                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
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                                                                                                        "name": "Steel",
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                                                                                                      },
                                                                                                      {
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member design",
                                                                                                        "codename": "member_design"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Reinforced concrete",
                                                                                                        "codename": "reinforced_concrete"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Prestressed concrete",
                                                                                                        "codename": "prestressed_concrete"
                                                                                                      },
                                                                                                      {
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                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [],
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                                                                                                    "type": "taxonomy",
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                                                                                                        "codename": "connection"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 2D",
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member",
                                                                                                        "codename": "member"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Checkbot",
                                                                                                        "codename": "checkbot"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Viewer",
                                                                                                        "codename": "viewer"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "RCS",
                                                                                                        "codename": "rcs"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "IDEA Open Model (API)",
                                                                                                        "codename": "idea_open_model__api_"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "AISC (USA)",
                                                                                                        "codename": "aisc"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "EN (Eurocode)",
                                                                                                        "codename": "eurocode"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "BIM link",
                                                                                                        "codename": "bim_links"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Beam",
                                                                                                        "codename": "beam"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 3D",
                                                                                                        "codename": "detail_3d"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.0",
                                                                                                        "codename": "n23_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.1",
                                                                                                        "codename": "n23_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.0",
                                                                                                        "codename": "n24_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.1",
                                                                                                        "codename": "v24_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v25.0",
                                                                                                        "codename": "v25_0"
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                                                                                                    "type": "modular_content",
                                                                                                    "value": [
                                                                                                      "landing_page___downloads",
                                                                                                      "plugins"
                                                                                                    ],
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                                                                                                        "elements": {
                                                                                                          "title": {
                                                                                                            "name": "Main headline (H1)",
                                                                                                            "type": "text",
                                                                                                            "value": "Produkty ke stažení"
                                                                                                          },
                                                                                                          "subtitle": {
                                                                                                            "name": "Subtitle",
                                                                                                            "type": "text",
                                                                                                            "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                                                                                                          },
                                                                                                          "breadcrumbs_page_title": {
                                                                                                            "name": "Breadcrumbs page title",
                                                                                                            "type": "text",
                                                                                                            "value": ""
                                                                                                          },
                                                                                                          "breadcrumbs_parent": {
                                                                                                            "name": "Breadcrumbs parent",
                                                                                                            "type": "modular_content",
                                                                                                            "value": [],
                                                                                                            "linkedItems": []
                                                                                                          },
                                                                                                          "content": {
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                                                                                                              "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                                                                                                              "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                                                                                                              "untitled_content_item_ce63361",
                                                                                                              "test___collapsible_widget",
                                                                                                              "untitled_content_item_f3cd022"
                                                                                                            ],
                                                                                                            "linkedItems": [
                                                                                                              {
                                                                                                                "elements": {
                                                                                                                  "title": {
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                                                                                                                    "type": "text",
                                                                                                                    "value": "Aktuální verze"
                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                    "linkedItems": [],
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                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
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                                                                                                                      "untitled_content_item_8de7457"
                                                                                                                    ],
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                                                                                                                  "content_bottom": {
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                                                                                                                    "links": [
                                                                                                                      {
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                                                                                                                        "linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
                                                                                                                        "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                                                                                                        "type": "support_center_article"
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                                                                                                                      {
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                                                                                                                        "urlSlug": "opravene-chyby-v-patchich-idea-statica",
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                                                                                                                      {
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                                                                                                                    "name": "Description after",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
                                                                                                                  },
                                                                                                                  "translation__ai_translated": {
                                                                                                                    "name": "AI translated",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                },
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                                                                                                                  "collection": "default",
                                                                                                                  "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "language": "cs-CZ",
                                                                                                                  "lastModified": "2025-12-15T16:21:03.6402035Z",
                                                                                                                  "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "sitemapLocations": [],
                                                                                                                  "type": "widget_downloads_list",
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                                                                                                              {
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                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
                                                                                                                    "value": [
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                                                                                                                  },
                                                                                                                  "content_top": {
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                                                                                                                    "linkedItemCodenames": [],
                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                                                                                                                  },
                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
                                                                                                                    "type": "modular_content",
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                                                                                                                      "test___download_block",
                                                                                                                      "test___download_block_2",
                                                                                                                      "download___idea_statica_older_version_b__copy__dad1ff5",
                                                                                                                      "download___idea_statica_older_version_b__copy_"
                                                                                                                    ],
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                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "region"
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                                                                                                                    "name": "Translation Connector",
                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "languages"
                                                                                                                  },
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
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                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "translation__ai_translated": {
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                                                                                                                  "language": "cs-CZ",
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                                                                                                                  "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
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                                                                                                          },
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                                                                                                            "linkedItems": [],
                                                                                                            "links": [],
                                                                                                            "name": "Shared content",
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                                                                                                          "design": {
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                                                                                                          "metadata__page_title": {
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                                                                                                            "type": "text",
                                                                                                            "value": "Ke stažení"
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                                                                                                            "name": "Page description",
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                                                                                                        },
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                                                                                                          "language": "cs-CZ",
                                                                                                          "lastModified": "2025-12-15T16:21:03.6402035Z",
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                                                                                                          "sitemapLocations": [],
                                                                                                          "type": "landing_page",
                                                                                                          "workflowStep": "published",
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                                                                                                  },
                                                                                                  "attachments__files": {
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                                                                                                    "type": "asset",
                                                                                                    "value": []
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                                                                                                    "name": "Content priority value",
                                                                                                    "type": "number",
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                                                                                                  },
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                                                                                                    "name": "Options",
                                                                                                    "type": "multiple_choice",
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                                                                                                        "codename": "show_navigation"
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                                                                                                    "type": "custom",
                                                                                                    "value": "[\"opravene-chyby-v-patchich-idea-statica\",\"[autogenerated]\"]"
                                                                                                  },
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                                                                                                        "codename": "default"
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                                                                                                    ]
                                                                                                  },
                                                                                                  "content_settings__robots": {
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                                                                                                  },
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                                                                                                    "name": "Hidden nested content",
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                                                                                                  },
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                                                                                                    "type": "text",
                                                                                                    "value": "Opravené chyby v IDEA StatiCa"
                                                                                                  },
                                                                                                  "metadata__page_description": {
                                                                                                    "name": "Page description",
                                                                                                    "type": "text",
                                                                                                    "value": "Seznam vyřešených dotazů podle hlášení našich zákazníků. Nejedná se o kompletní seznam, ale o přehled hlavních vyřešených problémů. "
                                                                                                  },
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                                                                                                    "name": "Page keywords",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "name": "Canonical URL",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "type": "text",
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                                                                                    "value": "<p>IDEA StatiCa představuje Detail (<strong>3D Beta</strong>) pro řešení 3D úloh, jako je kotvení do betonových bloků. Toto řešení umožňuje provést posouzení bez přílišného zjednodušení a získat posudky na základě mezního stavu únosnosti (MSÚ).&nbsp;Metoda implementovaná v IDEA Statica Detail (<strong>3D Beta</strong>) je založena na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">již osvědčené metodě kompatibilního napěťového pole</a>, která byla upravena tak, aby byla schopna řešit 3D problémy (tříosé napětí). Také základní prvek je upraven do třetího rozměru. Základním prvkem představujícím beton je \"betonový blok\" a lze jej deformovat ve všech třech směrech. Abychom umožnili vytvořit komplexní model patek, implementovali jsme entity, jako je <strong>plošná podpora</strong>,<strong> patní deska, kotvy</strong> a <strong>další</strong>. Všechny tyto entity, stejně jako jejich funkčnost, jsou popsány v následujícím článku.</p>\n<h3>Betonový blok</h3>\n<p>Patky lze modelovat díky typu dílce nazvanému \"<strong>Betonový blok</strong>\", jehož geometrii lze definovat dvěma způsoby:</p>\n<ul>\n  <li><strong>Obdélníkový tvar</strong> – Tato možnost je vhodná pro definování patky s obdélníkovou základnou a konstantní výškou. Definování odsazení pro všechny strany bloku také umožňuje modelovat šikmé patky.</li>\n</ul>\n<figure data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d9cfe95-80ea-408c-8159-18deb52c0b4f/uls1.png\" data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" alt=\"\"></figure>\n<ul>\n  <li><strong>Polygonální základna s definovanou výškou</strong> – Druhou možností, jak definovat tvar patky, je definice základního tvaru jako obecného mnohoúhelníku. Není však možné vytvořit šikmou patku, jak je popsáno v předchozí možnosti.</li>\n</ul>\n<figure data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26742aa8-eec3-4d0e-bbeb-aa0577d162e3/uls2.png\" data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" alt=\"\"></figure>\n<h3>Plošné podpory</h3>\n<p>Plošné podepření je jediný možný typ podpory, který lze pro objemový model definovat. Existují dvě možnosti definice tvaru – může být definován buď pro <strong>celou plochu</strong>, nebo jako obecnou plochu, jejíž obrys je určen <strong>křivkou</strong>.</p>\n<figure data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3776949b-ff36-4da3-a846-d657d21c5e86/uls3.png\" data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" alt=\"\"></figure>\n<p>Výhodou plošného podepření je možnost <strong>definovat tuhost a nastavit nelineární chování</strong>, které simuluje kontakt s podložím. Podpory definované obecným tvarem (křivkou) lze použít k simulaci pilot.</p>\n<h3>Zařízení pro přenos zatížení</h3>\n<p>Speciálně pro kotvení byly vyvinuty dva prvky pro přenos zatížení:</p>\n<ul>\n  <li><strong>Patní deska</strong> – Tvar patní desky může být definován jako obdélník nebo obecná křivka. Patní desku lze modelovat s částí sloupu (volba \"Přenos zatížení – sloup\") nebo bez sloupu (volba \"Přenos zatížení – Síly\"). Je-li zvolena &nbsp;možnost \"Přenos zatížení – Síly\", zadefinované zatížení se aplikuje přímo na patní desku. Když je definován ocelový sloup (svým průřezem a délkou), zatížení se aplikuje na horní část sloupu a jeho tuhost pomáhá správně rozložit napětí na základovou desku.</li>\n</ul>\n<figure data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/35bb189e-a836-430d-9510-b31dae550eaf/uls5.png\" data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" alt=\"\"></figure>\n<figure data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25d2a21f-306c-45fc-9cd3-bf10f8a5e977/uls4.png\" data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" alt=\"\"></figure>\n<ul>\n  <li><strong>Jednoduchá kotva</strong> - Jednoduchá kotva je 1D prvek umožňující přenos osového zatížení. Kotva může být automaticky propojena s patní deskou nebo může být zatížena přímo bodovým zatížením*.</li>\n</ul>\n<figure data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be305cad-d537-4b18-9d4a-0b21ac2dc7dd/uls6.png\" data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" alt=\"\"></figure>\n<p>*<em>V BETA verzi platí několik omezení pro kotvy.&nbsp;</em></p>\n<p><em>Kotva přenáší pouze tlak a tah. Smyk, pokud je importován z přípoje, je přenášen třením mezi betonovým blokem a patní deskou. Na kotvu lze působit pouze osovou silou.&nbsp;</em></p>\n<h3>Zatížení</h3>\n<p>Pro snadné použití bylo nezbytné přidat <strong>skupinu sil </strong>a<strong> plošné zatížení</strong>. Celkem podporujeme tři typy zatížení:</p>\n<figure data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7f332b0-8e2c-491c-b533-15d9bb470c81/uls7.png\" data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" alt=\"\"></figure>\n<ul>\n  <li><strong>Plošná zatížení</strong> – Plošné zatížení lze aplikovat na jakýkoli betonový povrch. Může být aplikován na celou plochu nebo jen na její část na určitou plochu, která je určena jejím obrysem (křivkou).</li>\n  <li><strong>Bodové zatížení</strong></li>\n  <li><strong>Skupina sil </strong>– Skupina sil je entita, která definuje několik bodových zatížení působících jako skupina. Může být aplikován na základovou desku nebo na betonový povrch. Tento typ zatížení lze použít k simulaci sil ve svarech, které přenášejí napětí ze sloupu na patní desku.</li>\n</ul>\n<figure data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/280c19c8-1a3a-434b-92b8-a780f5124d54/uls8.png\" data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" alt=\"\"></figure>\n<h3>Výztuž</h3>\n<p>Byl vyvinut nový typ výztuže, který umožňuje dostatečné vyztužení základové patky. <strong>Skupina vložek </strong>poskytuje několik možností pro definici výztuží:</p>\n<ul>\n  <li><strong>Dvěma body</strong></li>\n  <li><strong>Na hraně povrchu</strong> – vytvoří se vrstva výztuže rovnoběžně s vybranou plochou. Uživatel definuje několik vložek ve vrstvě a počet vrstev rovnoběžných s vybraným povrchem.</li>\n</ul>\n<figure data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8f99525-ef19-4b49-83bc-0699c8c0ac29/uls9.png\" data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na hraně povrchu nebo více hranách</strong> – Na hraně povrchu nebo více hran umožňuje modelování vrstev výztuže se složitým tvarem (rovinná křivka vztažená k libovolnému betonovému povrchu). Vrstva je tedy určena pouze jednou výztuží. Lze však definovat několik rovnoběžných vrstev. Krytí betonu lze definovat nezávisle pro každou hranu. Toto je nejlepší možnost modelování třmínků.</li>\n</ul>\n<figure data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fc0e39dc-7395-4e04-9158-f467a646ce10/uls10.png\" data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na křivce</strong> (polylinii)</li>\n</ul>\n<h3>Výsledky</h3>\n<p>Na kartě výsledků najdete tři základní posouzení v souladu s MSÚ (mezní stav únosnosti).</p>\n<figure data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ca7c99b-d48b-4fb1-ac4b-26b81fb37878/sigmac.png\" data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" alt=\"\"></figure>\n<p>Výsledky napětí a přetvoření v betonu a výztuži jsou uvedeny v části <strong>\"Pevnost</strong>\". Napětí v kotevní oblasti a související hodnoty jsou uvedeny v posudku \"<strong>Kotvení</strong>\". Hodnota nelineární deformace je uvedena v posudku \"<strong>Pomocné</strong>\".</p>\n<figure data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0bdb063-b247-4317-82d0-cbe7d9f58118/deformation.png\" data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" alt=\"\"></figure>\n<p>*<em>Vezměte prosím na vědomí, že beta verze kódu ACI je v současné době nedostupná.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>IDEA StatiCa Detail (<strong>3D Beta</strong>) je řešení, které lze použít pro posouzení a analýzu stěn zatížených z roviny a pro modely skládající se ze stěn různých tlouštěk. Řešení představuje ideální kompromis mezi přesným řešením pomocí nelineárních metod na jednoduše vytvořeném modelu a časem výpočtu.</p>\n<h3>Návrh</h3>\n<p>3D Detail vychází z ověřeného a otestovaného 2D Detailu. Jedná se stále o stejné uživatelské prostředí, kde je většina entit zachována tak, aby byla práce s aplikací co nejjednodušší.</p>\n<figure data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03e1f7c8-acb1-4c7a-a58e-32f9cc1fc85c/wall3dbeta.png\" data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" alt=\"\"></figure>\n<p>Uživatel může i nadále modelovat více prvků stěny pomocí šablony nebo importovat geometrii ze souboru .dxf. Kromě toho může ve 3D prostředí nastavit excentricitu stěny \"e<sub>y</sub>\" a také modelovat stěny různých tlouštěk.</p>\n<figure data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f27c8b62-8bfb-4575-8c4b-3a4055b5c481/wall%203D_1.png\" data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" alt=\"\"></figure>\n<p>Výztuž je definována v rovině, podobně jako ve 2D Detailu. Došlo však k vylepšení v definování polohy rozložení výztuže nad tloušťkou stěny.</p>\n<p><strong>Výztuž není možné definovat kolmo k rovině stěny (třmínky).</strong></p>\n<h3>Metoda</h3>\n<p>Přístup použitý v IDEA Statica Detail (3D Beta) je založen na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">osvědčené metodě kompatibilního napěťového pole (CSFM),</a> která je přizpůsobena speciálně pro řešení 3D úloh.</p>\n<p>Pro zkrácení doby výpočtu se na konstrukci stěny aplikuje speciální síť konečných prvků. Ortotropní betonový materiál stěny má rovněž definovanou pevnost v tahu (smyku) ve směru kolmém k rovině stěny. Tato vlastnost umožňuje výpočet modelu stěny bez smykové výztuže.</p>\n<figure data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31c17617-11ed-436f-b934-a650ba6619c3/wall%203d.png\" data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" alt=\"\"></figure>\n<p><strong>To platí pouze pro výpočet stěn.</strong> U <strong>řešení základových patek</strong> není možné přenášet tahové napětí do betonu a veškeré tahové napětí je tedy zachyceno výztuží (i v příčném směru). Pokud vás zajímá 3D detail pro řešení základové patky, pokračujte na <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatný článek s poznámkami k vydání</a>.</p>\n<h3>Výsledky</h3>\n<p>V sekci Výsledky uvidíte tři základní posudky, které jsou v souladu s <strong>kritérii MSÚ (mezní stav únosnosti).</strong></p>\n<figure data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e8d814fd-63b8-49a6-a916-8ce3fe0e644d/wall%20results1.png\" data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" alt=\"\"></figure>\n<p>Napětí a přetvoření související s betonem a výztuží jsou definovány v sekci <strong>\"Pevnost</strong>\". Napětí v soudržnosti a související veličiny jsou podrobně popsány v sekci \"<strong>Kotvení</strong>\". Kromě toho je nelineární deformace poskytnuta v rámci \"<strong>Pomocných</strong>\" výsledků posouzení.</p>\n<figure data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7a68442-dee4-4b88-b535-1eb99608d873/wall%20results2.png\" data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" alt=\"\"></figure>\n<p>K této beta verzi vám poskytujeme předběžný přístup, abyste si ji mohli sami vyzkoušet, zatímco budeme pokračovat v jejím testování v rámci našeho přísného ověřovacího procesu. Přístup k ní mají stávající uživatelé s nejnovější verzí a platným servisem. Pokud splňujete předpoklady, můžete požádat o bezplatný přístup kliknutím na ikonu Beta Detail na pásu karet aplikace Connection, která vás přesměruje na&nbsp;<a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\">tuto vtupní stránku</a>, kde vyplníte formulář, požádáte o připojení k programu Beta a získáte tak bezplatný přístup k 3D Detailu.</p>\n<p><em>Vezměte prosím na vědomí, že beta verze normy ACI je v současné době nedostupná.</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                                    "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                                                                                            "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                                                                                            "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                                                    "value": "<p>Podrobný popis všech voleb a jejich zadání naleznete v následujícím článku:&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Známá omezení&nbsp;</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj a nemůže nahradit inženýrský úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si následující omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do Detailu lze z Connection importovat pouze modely <strong>kotvené přes patní desku přímo uloženou na betonovém povrchu.</strong>&nbsp;</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detail</a></p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                              "[Circular Reference]"
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                                                            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - pokročilá analýza (pouze Eurokód)</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Měřicí nástroj v Connectionu</a></li>\n  <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek projektu a správa materiálů</a></li>\n  <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Vícenásobný výběr a vícenásobné úpravy v Connection</a></li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Rychlá odezva aplikace Connection</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/sprava-polozek-projektu-a-sprava-materialu#analyza-bouleni-pro-kazdou-polozku-projektu\">Výpočty vzpěru v backstage menu</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#Teoreticke-zaklady-v-protokolu-aktualizovany\">Teoretické základy v protokolu v italštině</a> a portugalštině</li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/jak-importovat-plech-z-dxf#Smooth-import-of-plate-shape-from-dxf\">Hladký import plechu z DXF</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\">Vylepšené šablony parametrického návrhu</a></li>\n  <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionální vylepšení</a></li>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Nástroje pro vícenásobnou správu v Checkbotu</a></li>\n  <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametry jsou užitečné pro každého</a></li>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS v nástroji Checkbot</a></li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot připraven pro velké projekty</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\">Export IFC soubouru z Checkbotu</a></li>\n  <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Pokročilé importy spojovacích prostředků z CAD nástrojů</a></li>\n  <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Podporované BIM propojení ve verzi 24.1</a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Nastavení projektu</a></li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Sdílené předvolby napříč aplikacemi</a></li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Jednotné přihlášení (Single sign-on)</a></li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Uživatelské rozhraní nástroje IDEA StatiCa Viewer</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\">Zprávy o využití licencí v uživatelském portálu</a></li>\n</ul>\n<h2>Kompletní seznam novinek k nové verzi</h2>\n<p>Níže si můžete stáhnout <strong>kompletní seznam novinek k verzi </strong>IDEA StatiCa 24.1 ve formátu PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ad5e308_2839_016c_3e2e_7e6aa7a0722d\"></object>"
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                                                                    "value": "<h2>Hlavní vylepšení verze 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n87117aca_4bef_016e_b153_ea18c9699a33\"></object>\n<h2>Posouzení betonových konstrukcí</h2>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail vychází v plné verzi</strong></a> a je připraven pro posouzení <strong>kotvení </strong>s ohledem na <strong>reálnou výztuž</strong> - řešte efektivně kotvení blízko okraje betonu a při velkých tahových silách v kotvách</li>\n  <li>Nová<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>analýza klopení</strong></a> v <strong>aplikaci Beam</strong> a <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>kombinace MSP v Detailu</strong></a> <strong>pro návrh prefabrikovaných dílců</strong>.</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Nové šablony pro 2D Detail</strong></a> &nbsp;- začněte modelovat během několika sekund.</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\"><strong>Parametrické šablony</strong></a> pro standardní nebo opakující se ocelové přípoje. Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                                                                            "value": "<p>Chcete vidět, jak nové <strong>parametrické šablony</strong> zcela nahradí výpočty v excelu? Nebo se chcete podívat jak funguje dlouho očekáváný <strong>nástroj pro měření </strong>v aplikaci Connection? To samozřejmě není všechno, mezi další novinky patří <strong>hromadný výběr</strong> operací, <strong>zrychlení</strong> a doplnění norem.&nbsp;</p>\n<figure data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6639882a-d68e-4ce6-b89e-230feb35f25d/measuring%20tool%200.png\" data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" alt=\"\"></figure>\n<p><strong>3D Detail</strong> je ověřený a připravený pro <strong>návrh kotvení</strong> ve 3D s přihlédnutím ke skutečné výztuži a my vám ukážeme, jak na to! Do aplikace <strong>Detail </strong>byly doplněny šablony pro nejačastější typy konstrukcí, abychom vám ušetřili čas. Ukážeme také, jak nově e efektivně posuzujeme <strong>klopení</strong> v aplikaci Beam. &nbsp;</p>\n<p><strong>Hromadný export IFC do libovolného CAD softwaru</strong> vylepšuje komunikaci s kolegy konstruktéry. Pokud používáte <strong>Hilti PROFIS Engineering</strong>, můžete začít efektivně používat Checkbot s jeho novým HILTI pluginem.&nbsp;</p>\n<p>Náš BIM tým samozřejmě taky nezahálel! <strong>Hromadný návrh a hromadné výpočty</strong> více přípojů zrychlí vaši práci. Díky novému <strong>seskupování podle geometrie a typologie</strong>, se návrh přípojů výrazně zrychluje.&nbsp;</p>\n<p>Všichni rádi sdílejí - Teams, WhatsApp nebo e-mail? Aplikace Viewer je posílena o <strong>sdílení modelů </strong>a <strong>správu odkazů</strong>. Pokud jste ještě neslyšeli o Connection Library, stiskněte <strong>ve Vieweru tlačítko CL</strong> a je to!&nbsp;</p>\n<p>A na závěr třešnička. Pro všechny aplikace jsme sjednotili <strong>nastavení projektu</strong>, abychom ušetřili váš čas.&nbsp;</p>\n<h3>Záznam webináře</h3>"
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                                                            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. Pro hlubší pochopení metody si přečtěte obsáhlé <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické pozadí</a>, které obsahuje hlavní předpoklady, popis materiálového modelu a další.</p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h2>1 Nový projekt</h2>\n<p>Spusťte aplikaci <strong>IDEA StatiCa Connection</strong>. Vše začíná na kartě <strong>Ocel.</strong></p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Výchozí nastavení</strong> topologie kotvení ponechte dle šablony a vytvořte projekt.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Návrh</h2>\n<p>Po vytvoření přípoje z parametrické šablony musíme šablonu rozložit na jednotlivé operace, abychom mohli patku přesunout k okraji betonového bloku.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p><strong>Upravte </strong>operaci <strong>Patní deska</strong>, abyste dosáhli finálního tvaru excentricky zatíženého betonového bloku. <strong>Přenos smykové síly</strong> je nastaven na<strong> Tření</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<ul>\n  <li>Od vydání verze 24.1 je <strong>IDEA StatiCa Detail</strong> v plné verzi pro návrh kotvení ve 3D a s touto novou verzí lze smyk přenášet přes kotvy, smykové zarážky a třením.</li>\n</ul>\n<p><strong>Zadejte vnitřní síly</strong> pro dvouose zatížené kotvení. Ohybové momenty způsobují &nbsp;tlakové napětí ve spáře mezi patní deskou a betonem směrem ke středu základu. Kotvy u okraje betonu jsou tažené. Ve výchozím nastavení se předpokládá <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">potrhaný beton</a>.&nbsp;</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Posudek</h2>\n<p><strong>Přesuňte se</strong> na kartu<strong> Posudek</strong>. Posouzení podle normy prokázalo nevyhovující návrh kotev.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Podívejte se na možné způsoby porušení v tahu, smyku a vzájemné interakci dle <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">normy EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Projděte si posudek kotvení</strong>. <strong>Tím získáte informace o posudcích podle normy, které je třeba provést ručně nebo pomocí jiných metod</strong>, protože v IDEA StatiCa Connection nejsou zahrnuty. Abyste doplnili chybějící posudky, můžete využít například právě aplikaci IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Příčinou selhání <strong>Posudku Kotev </strong>je <strong>vytržení </strong>betonového kužele z prostého betonu. <strong>Toto nevyhovující posouzení lze snadno vyřešit v aplikaci IDEA StatiCa Detail, posouzením s uvažováním betonářské výztuže betonového bloku</strong>.&nbsp;</p>\n<h2>4 Export</h2>\n<p>Aplikace IDEA StatiCa Connection nyní obsahuje výkonné propojení<strong> BIM do Detailu</strong>, které umožňuje návrh a posouzení železobetonových bloků v různých tvarů.</p>\n<p>Předpoklady pro úspěšný export:</p>\n<ul>\n  <li>Model musí být<strong> předem spočítán</strong> a musí <strong>obsahovat výsledky</strong>.</li>\n</ul>\n<p>Vraťte se na kartu <strong>Posudek(1)-&gt;Posouzení železobetonu(2)-&gt;Uložit(3).</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Export je možný pouze pro třídu Kotvení. Export umožňuje přenos:</p>\n<ul>\n  <li><strong>Betonového bloku</strong></li>\n  <li><strong>Kotev</strong></li>\n  <li><strong>Patní desky</strong></li>\n  <li><strong>Zatížení</strong></li>\n</ul>\n<p>Další informace a parametry, které se nastavují podle odpovídajících nastavení v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (prostřednictvím kotev, smykových zarážek nebo třením)&nbsp;</li>\n  <li>Materiály</li>\n  <li>Typ kotev: lepené/na místě zabetonované</li>\n  <li>Koncová úprava kotev: přímá/hák/podložka</li>\n  <li>Koeficient tření</li>\n</ul>\n<h2>5 Návrh</h2>\n<p>V této části můžete upravovat prvky, podpory, zatížení a kombinace a sestavy výztuže.</p>\n<h3>Podpory</h3>\n<p>Podloží má určitou tuhost, kterou je třeba zohlednit pro přesnost výpočtu. <strong>Plošná podpora</strong> umožňuje zohlednit tuhost ve všech třech směrech a ve výchozím, importovaném nastavení <strong>působí pouze v tlaku</strong>.</p>\n<p>Při definování okrajových podmínek buďte opatrní. Pokud jsou ohybové momenty tak vysoké, že dochází k překlopení betonového bloku, nelineární podpora nepřenese během analýzy tahové síly v základové spáře. Dojde k velkým posunům (rotaci bloku) a analýza se zastaví z důvodu divergence. Tahy v základové spáře je pak nutné zachytit betonářskou výztuží pokračující do podpory a podporu nastavit jako působící na tah i tlak. V našem případě k překlopení patky od daného zatížení nedochází a není třeba provádět další úpravy modelu.</p>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Zařízení pro přenos</h3>\n<p>Kotvy jsou převzaty z &nbsp;IDEA StatiCa Connection se všemi zadanými vlastnostmi.&nbsp;</p>\n<p>V aplikaci Detail lze vybrat dva typy kotev.&nbsp;</p>\n<p>Kotvy <strong>na místě zabetonované</strong>:</p>\n<ul>\n  <li>Předem zabetonované kotvy se stejnými vlastnostmi soudržnosti jako betonářská výztuž stanovené dle EC.</li>\n</ul>\n<p>Dodatečně instalované &nbsp;- <strong>chemické kotvy</strong>:</p>\n<ul>\n  <li>Dodatečně instalované (chemické kotvy) s možností <strong>zadání návrhové hodnoty mezní pevnosti v soudržnosti </strong>výztuže a betonu (pevnost vazby).</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Dbejte na správné nastavení <strong>Vzájemného propojení s kotevní deskou</strong>. V případě importu kotvení z aplikace Connection bude Přenos osových sil vypnutý. Důvodem je to, že kotvy jsou přímo zatíženy osovými silami stanovenými výpočtem v aplikaci Connection a tím je zachována integrita mezi oběma aplikacemi. Přenos smyku bude po importu zapnutý. V našem případě ale máme přenos smykových sil nastaven u patní desky na tření. Což je nadřazené a smyk kotvami přenesen nebude. Více si o tom můžete přečíst <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">zde</a>.</p>\n<p>Pokud byste v aplikaci Detail navrhli<a data-item-id=\"9fa87fa6-bc1c-4bc5-85a5-26d7275921db\" href=\"\"> kotvení od začátku</a>, obě možnosti by byly ZAPNUTO. V případě přenosu smyku pouze kotvami (ne třením nebo smykovou zarážkou) je potřeba rozhodnout, které kotvy budou smyk přenášet a dle toho nastavit propojení s kotevní deskou. Tato možnost je v souladu s EC, který předepisuje, že smyk by měl být přisouzen pouze kotvám, které jsou účinné pro posouzení porušení okraje betonu.</p>\n<h3>Vyztužení</h3>\n<p>Nastavte krytí, které bude použito jako výchozí při zadávání výztuže, na 40 mm.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Zvolte <strong>Sestava výztuže(1)--&gt;Skupina vložek 3D(2) </strong>a zadajte <strong>Průměr</strong>, <strong>Vlastnosti</strong> a <strong>Geometrie(3</strong>).</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch.</strong> Všechny ostatní možnosti zůstanou zachovány.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch </strong>a další vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Zatížení a kombinace</h3>\n<p>Zatížení je importováno z aplikace IDEA StatiCa Connection tak, aby byla zachována integrita mezi oběma aplikacemi. Všechny důsledky importu jsou podrobně uvedeny v článku&nbsp;<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do Detailu</a>.&nbsp;</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Kontrola</h2>\n<p><strong>Před spuštěním výpočtu</strong> doporučujeme <strong>změnit násobek výchozí velikosti sítě</strong> na 2 nebo 3, aby se urychlil výpočet. Tento krok není povinný, ale může zkrátit výpočetní čas a pomoci odhalit případné problémy s divergencí. <strong>Pokud vše funguje hladce a nevyskytnou se žádné problémy, můžete přepnout zpět na součinitel sítě jedna</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h3>Výsledky</h3>\n<h4>Ekvivalentní hlavní napětí</h4>\n<p><strong>Ekvivalentní hlavní napětí (EPS)</strong> v betonu se určuje na základě objemového chování betonového bloku. Jsou identifikovány a zvýrazněny oblasti, které jsou vystaveny největšímu namáhání. Aby bylo možné získat představu o trojosé napjatosti na rozdíl od jednoosého tlaku, vypočítá se ekvivalentní napětí pomocí součinitele kappa. Další informace o ekvivalentním hlavním napětí jsou k nalezení v tomto článku <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#ultimate-limit-state-checks\">teoretických základů.</a></p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h4>Napětí ve výztuži</h4>\n<p><strong>Při kontrole výztuže</strong> je vidět, že kotva v blízkosti rohu je nejvíce využita.&nbsp;</p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>Při vykreslení Využití výztuže je názorně vidět, která výztuž armokoše se podílí na přenosu zatížení kotvení a brání vytržení betonového kožele.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h4>Kotvení</h4>\n<p>Zkontrolujte výsledky <strong>Kotvení</strong> pomoci <strong>Celkové síly ve vložkách Ftot</strong>. Síly v kotvách se mohou mírně lišit v důsledku rozdílného přístupu k výpočtu betonového bloku. Rozdíly však dosahují zanedbatelných hodnot.&nbsp;</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h4>Deformace</h4>\n<p>Přesuňte se na <strong>Pomocné</strong> a zapněte <strong>Deformace</strong>.</p>\n<p>Pro MSÚ není nutné provádět kontrolu deformace, ale doporučuje se zkontrolovat deformaci po analýze, abyste se ujistili, že nedochází k velké deformaci modelu, velké rotaci nebo poškození konečných prvků. Deformace poskytne přehled o výsledcích analýzy a pomůže identifikovat případné problémy, které mohly vzniknout během analýzy.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Protokol</h2>\n<p>Nakonec přejděte k <strong>náhledu/tisku protokolu</strong>. Aplikace IDEA StatiCa nabízí plně přizpůsobitelný report, který lze vytisknout nebo uložit v editovatelném formátu.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Posoudili jste celý návrh kotvení pomocí norem EN 1993-1-8 a EN 1992-4. 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                            "value": "<h3>Modelování</h3>\n<p>Do nového 3D prostředí v IDEA StatiCa Detail bylo přidáno mnoho zcela nových nástrojů a položek modelu. V následující části si společně projdeme všechny možnosti dostupné ve verzi 24.1.</p>\n<h3>Položky modelu</h3>\n<p>Kategorie <strong>Položka modelu</strong> v aplikaci Detail obsahuje následující položky:</p>\n<ul>\n  <li>Prvky</li>\n  <li>Podpory</li>\n  <li>Zařízení pro přenos</li>\n</ul>\n<p>Ve verzi 24.1 může být zadán pouze <strong>jeden 3D prvek</strong>, který může být definován jako kvádr nebo obecný hranol. Kvádr je definován třemi rozměry. Obecný hranol je pak možné nadefinovat pomocí zadání obecného tvaru podstavy Polygonem, a to tabulkově pomocí souřadnic. Zadáním výšky bloku se pak vytvoří požadovaný prostorový tvar. Pro definování obecného tvaru mnohoúhelníku lze v tabulce vyplnit jednotlivé souřadnice, nebo použít kopírování a vložení z tabulkového procesoru (například Microsoft Excel).</p>\n<figure data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b0a47fc-ff72-42bc-a92e-0e71786a0412/3D%20Detail%20in%2024.1_5.png\" data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" alt=\"\"></figure>\n<p>K podepření modelu se používá <strong>povrchová podpora</strong>. Tento typ podpory lze zadat dvěma způsoby - dvěma typy geometrie:</p>\n<ul>\n  <li>Celý povrch</li>\n  <li>Křivka</li>\n</ul>\n<p>V obou případech je třeba vybrat referenční povrch a samozřejmě definovat stupně volnosti. Podpora může být definována jako pružná a typ pouze v tlaku lze použít pro směr kolmý na určenou plochu. Na následujícím obrázku vidíme podporu na celé ploše číslo 4 a vypnutou možnost \"Pružná podpora přenášející pouze tlak\".</p>\n<figure data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fe6a0e9-574a-4ec2-a1cd-4cb423d9817b/3D%20Detail%20in%2024.1_6.png\" data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" alt=\"\"></figure>\n<p>Pro druhou možnost zadání pomocí křivky je k dispozici stejná tabulka jako při zadání polygonů u Prvků. Opět můžete použít funkci kopírování a vkládání nebo zadat souřadnice ručně. Zadaný tvar lze posouvat podél referenčního povrchu pomocí souřadnic X a Y nebo otáčet zadáním úhlu.</p>\n<figure data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08b22614-9fec-47d6-9478-af3d4e4b3097/3D%20Detail%20in%2024.1_7.png\" data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" alt=\"\"></figure>\n<p>Všimněte si, že je možné zadat křivku tak, aby počátek souřadnic byl v těžišti požadovaného tvaru. Souřadnice X a Y pro zadání polohy podpory se pak budou vztahovat k tomuto těžišti.</p>"
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                            "value": "<h3>Výztuž</h3>\n<p>Model může být vyztužen pomocí <strong>Skupiny vložek 3D</strong>. Tento typ výztuže obsahuje mnoho možností, které si projdeme v následujícím textu. Lze specifikovat 4 typy definic tvaru tyče:</p>\n<ul>\n  <li>Dvěma body</li>\n  <li>Na hraně povrchu</li>\n  <li>Na hraně povrchu na více hranách</li>\n  <li>Na polylinii</li>\n</ul>\n<p>U každého z těchto typů zadání lze specifikovat průměr a materiál včetně způsobu kotvení na začátku a na konci výztuže.</p>\n<p>Definice tvaru výztuže <strong>Dvěma</strong> <strong>body</strong> je zřejmá. Je třeba zadat dvě sady kartézských souřadnic X, Y, Z.</p>\n<figure data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/44d21a6b-2337-42f2-9269-6d462978d252/3D%20Detail%20in%2024.1_17.png\" data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" alt=\"\"></figure>\n<p>Definice <strong>Na hraně povrchu</strong> nabízí mnoho ovládacích prvků pro umístění výztuže do požadované pozice. Výztuž můžete zadávat ve více vrstvách s více pruty v jedné vrstvě, se zadanými vzdálenostmi mezi pruty v rámci vrstvy a mezi jednotlivými vrstvami. Samozřejmě je také nutné specifikovat referenční povrch a hranu. Dále je třeba zadat tloušťku \"Krytí povrchu\", vzhledem k referenčnímu povrchu (od povrchu [1] na obrázku níže). A dále Krytí hrany, které definuje vzdálenost vložek od bočních povrchů (od povrchů [4], [5] a [2] na obrázku níže). Krytí lze zadat jako \"Z Nastavení\" nebo \"Uživatelská hodnota\". Výchozí hodnota krytí (Z Nastavení) pro aktivní položku projektu se nachází v první položce stromu (ve výchozím nastavení nazývané DRM1), což bylo definováno na začátku tohoto článku. Krytí hrany lze nastavit jako jedinečnou hodnotu pro každou skupinu vložek.</p>\n<figure data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3049c8df-96cb-45b4-a358-563dff3b7a57/3D%20Detail%20in%2024.1_18.png\" data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" alt=\"\"></figure>\n<p>A konečně, pro tento typ zadání lze upravit pozici na hraně. Například, jak je znázorněno na obrázku níže, je možné určit výztuž tak, aby se uživatelem definované krytí hrany aplikovalo pouze na spodní plochu [5]. Boční povrchy jsou ovládány prodloužením začátku a konce.</p>\n<figure data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db466f5c-ac90-4f3c-b03d-973d71a6c08a/3D%20Detail%20in%2024.1_19.png\" data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" alt=\"\"></figure>\n<p>Dalším typem definice je <strong>Na povrchu na více hranách</strong>. Zde je možné zadat seznam hran nebo ploch, na které bude výztuž umístěna, spolu s výčtem tlouštěk krycích vrstev pro každou plochu, jak je znázorněno na následujícím obrázku.</p>\n<figure data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5663b6e-2ff9-4747-b43b-5890e78d8457/3D%20Detail%20in%2024.1_20.png\" data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" alt=\"\"></figure>\n<p>Krytí lze také specifikovat pomocí možnosti \"Z Nastavení\", stejně jako u předchozí. Opět je možné odsadit výztuž od referenčního povrchu pomocí \"Krytí povrchu\" a zadat počet a vzdálenost vrstev. Je také možné prodloužit nebo zkrátit konce od prvního a posledního okraje.</p>\n<figure data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/460353ff-98b8-4f6b-b634-d568076e73b6/3D%20Detail%20in%2024.1_21.png\" data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" alt=\"\"></figure>\n<p>Poslední způsob definování výztuže je <strong>Na polylinii</strong>. Stejně jako u výše zmíněných entit modelu lze výztuž zadat pomocí seznamu souřadnic zkopírovaných z tabulkového procesoru. V tomto případě je pro lepší orientaci navíc k dispozici 3D scéna se zobrazenou výztuží, která umožňuje pootáčení kolem dvou os.</p>\n<figure data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff3a99a5-1dff-4519-9ab7-13c4571673f2/3D%20Detail%20in%2024.1_22.png\" data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" alt=\"\"></figure>"
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                            "value": "<h3>Výsledky</h3>\n<p>Zobrazení výsledků je velmi podobné jako u 2D Detailu. Existují však některé zásadní rozdíly, zejména pokud jde o výsledky v betonu. V následující části si projdeme všechny dostupné výsledky a zaměříme se na zmíněné rozdíly. Na záložce Posouzení můžete zobrazit celkem 4 typy výsledků:</p>\n<ul>\n  <li>Souhrn</li>\n  <li>Pevnost</li>\n  <li>Kotvení</li>\n  <li>Pomocný</li>\n</ul>\n<p>Tok napětí v <strong>Souhrnu</strong> vám ukáže vektory hlavních napětí v tlaku v betonu a využití výztuže, aby vám poskytl základní přehled.</p>\n<figure data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/de183739-e602-4d2d-9a44-250b17fae9d1/3D%20Detail%20in%2024.1_25.png\" data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\" alt=\"\"></figure>\n<p>V posouzení <strong>Pevnosti </strong>lze zobrazit intenzity napětí a přetvoření pro výztuž a beton. Na horním pásu karet můžete určit, co se zobrazí. Je také možné zobrazit poměry <em>σ</em><em><sub>c,eq</sub></em><em>/σ</em><em><sub>lim</sub></em> a <em>ε/ε</em><em><sub>lim</sub></em><sub> </sub>, stejně jako plastické přetvoření, úroveň tříosé napjatosti <em>σ</em><em><sub>c3</sub></em><em>/σ</em><em><sub>lim</sub></em> a směr hlavních napětí v betonu. Všechny výsledky v části Pevnost se vztahují k meznímu stavu únosnosti.</p>\n<figure data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7d0e2c6-d03c-4716-88fc-74df1141a075/3D%20Detail%20in%2024.1_26.png\" data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" alt=\"\"></figure>\n<p>Materiály lze přepínat ve vlastnostech.&nbsp;</p>\n<figure data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/414b4dc0-2f7d-4cc7-97ec-81ad3beabf6b/3D%20Detail%20in%2024.1_27.png\" data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" alt=\"\"></figure>\n<p>Můžete si všimnout, že těsně pod tlačenou patní deskou je beton namáhán trojosým tlakem (hydrostatický tlak) a ekvivalentní hlavní napětí <em>σ</em><em><sub>c,eq</sub></em> je zde nulové. Přečtěte si prosím <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické základy</a>, kde je definováno napětí <em>σ</em><em><sub>c,eq</sub></em>. Nebo si můžete projít tento ověřovací článek, kde je tento jev vysvětlen a ověřen pomocí známého tri-axiálního testu.</p>\n<ul>\n  <li><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tříosé napětí – aktivní efekt omezení</strong></a></li>\n</ul>\n<p>Posudek <strong>Kotvení </strong>poskytuje informace o napětí ve spoji a celkové síle působící na výztuž a kotvy.</p>\n<figure data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d55d6e1a-a2fd-4d0b-952b-45f2d843dd87/3D%20Detail%20in%2024.1_31.png\" data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" alt=\"\"></figure>\n<p>V neposlední řadě si můžete v aplikaci prohlédnout <strong>Pomocné </strong>výsledky - hodnoty deformace, stupně vyztužení a tenzorové hodnoty betonu. První položka <strong>Deformace</strong> zobrazuje převýšené deformace nelineárního modelu MSÚ.</p>\n<figure data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dfe1125a-b913-44a9-a3c8-b9f9cf07771f/3D%20Detail%20in%2024.1_32.png\" data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" alt=\"\"></figure>\n<p><strong>Stupeň vyztužení</strong> zobrazuje hodnoty použité pro výpočet efektu Tahového ztužení (tension stiffening).</p>\n<figure data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d4c684-9763-4ef8-be1f-4640190d2f42/3D%20Detail%20in%2024.1_33.png\" data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" alt=\"\"></figure>\n<p>Tenzorové hodnoty v betonu umožňují zobrazit intenzity hlavních napětí v betonu a jejich směr.&nbsp;</p>\n<figure data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36dd29bb-58c1-4757-a5de-af9855d4b89d/3D%20Detail%20in%2024.1_34.png\" data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" alt=\"\"></figure>\n<p>Lze také použít rovinné řezy betonovým blokem pro zobrazení výsledků.</p>\n<figure data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6e196536-83ed-4dc9-a1f8-1d8c4e1d2bb4/3D%20Detail%20in%2024.1_35.png\" data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" alt=\"\"></figure>"
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                                    "value": "<p>Dalo by se říct: \"Prostě navrhněte to, co nám norma výslovně dovoluje.\" Ale takhle to prostě nefunguje, často musíme navrhovat kotvení ve stísněných podmínkách nebo atypy vyplývající z architektonických a jiných požadavků. A tak <strong>kotvení</strong>, která jsou \"na hraně\" (obrazně) vidíme všude kolem nás. Některá kotvení jsou přesně vypočítána a ověřena pokročilejšími metodami (i když to může trvat příliš dlouho). Mnoho případů však pravděpodobně nebylo posouzeno tak důkladně, jak by si zasloužilo. </p>\n<p>IDEA StatiCa již nějakou dobu mění a posouvá vpřed návrh ocelových přípojů, ocelových a betonových prvků a betonových detailů. Nejde jen o zjednodušení zavedených postupů, ale především o inovativní metody, které nám umožňují navrhovat dříve nemyslitelné. Náš nejnovější počin<a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">, vydání<strong> </strong>IDEA StatiCa Detail pro 3D</a>, opět rozšiřuje možnosti navrhování o kousek dál.</p>\n<p>Možná navrhujete kotvení často a chcete návrh zrychlit nebo se spoléháte na zkušenost, ale rádi byste si váš návrh ověřili. V obou případech je tenhle článek určený pro vás.</p>\n<h2>Nové možnosti</h2>\n<p>Pokud se zabýváte kotvením konstrukcí, pravděpodobně vás napadne několik případů, které vám daly zabrat. Zde je několik příkladů, které jsme nedávno identifikovali jako velmi obtížně dosažitelné pomocí standardních postupů. S pomocí našich nástrojů <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> a IDEA StatiCa Detail je však možné je navrhovat v relativně rozumném čase.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Obrázek 1: Vícenásobné kotvení do jednoho betonového bloku</em></p>\n<ul>\n  <li><strong>Kotvení blízko okraje</strong> – Kotvení blízko okraje je téměř nemožné navrhnout bez vyztužení z důvodu selhání betonu (vytržení nebo vylomení kužele a další). Posouzení kotvení do železobetonu je samo o sobě pracné – více podrobností naleznete v tomto článku: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>S návrhem kotvení se již nemusíte trápit</em></a>. Detail (a jeho 3D model) je určen právě pro takové případy, kdy je třeba zohlednit výztuž. Přidáním výztuže můžeme zabránit mechanismům porušení, které by se jinak u prostého betonu vyskytly.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Obrázek 2: Příklady kotvení v blízkosti hrany v aplikaci Connection (včetně ocelových prvků) a Detail (včetně výztuže)</em></p>\n<ul>\n  <li><strong>Více kotevních prvků blízko sebe</strong> – Problém, který máme s několika kotevními prvky blízko u sebe, spočívá v tom, že výtrhové kužely se vzájemně ovlivňují. Žádný návod, jak toto posuzovat neexistuje. V běžně používané literatuře, ať už EN nebo fib guide, najdeme víceméně jen určité podmínky a omezení. Jednoduše nám radí používat dostatečnou vzájemnou vzdálenost, která nám umožňují individuálně posoudit kužely. Ale jakmile se do těchto podmínek nevejdeme, je postup nepoužitelný. Tento případ je také možné řešit aplikací <strong>Detail</strong>.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Obrázek 3: Vícenásobné kotvení do jedné stěny</em></p>\n<ul>\n  <li><strong>Vícenásobné kotvení obecně (například podpora technologického mostu na společném základu)</strong> – Typická situace způsobená zatížením větrem, kdy je jeden sloup příhradové podpěry zatížen tahem a druhý tlakem. Dochází ke vzájemné interakci mezi betonovým kuželem ze skupiny tahových kotev a tlakovým zatížením z druhého sloupu. Pro takový případ Eurokód nenabízí uspokojivé analytické řešení, a to nejen proto, že je ze své podstaty nutné vyztužit betonové základy, takže je nutné použít pokročilejší analýzu, jako je Detail a jeho 3D CSFM.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Obrázek 4: Kotvení potrubního mostu, návrh </em><a href=\"http://www.fevia.cz/\">společnosti FEVIA s.r.o</a></p>\n<ul>\n  <li><strong>Zohlednění stávající výztuže při rekonstrukcích</strong> – Jakékoli rekonstrukce nebo rozšíření mohou být dalším zajímavým příkladem použití kotvení v Detailu, protože v ideálním případě je zahrnuta stávající výztuž.&nbsp;</li>\n</ul>\n<h2>Problémy, které vznikají</h2>\n<p>Shrňme si to:</p>\n<p>Eurokód specifikuje mechanismy porušení pro tah i smyk, pro kotvy a beton:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Obrázek 5: Schéma způsobů&nbsp;porušení –&nbsp;</em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Příručka pro návrh spojů ocel-beton II</em></a></p>\n<p>Norma EN 1992-4 je speciálně určena pro podrobné posouzení <strong>prostého betonu</strong>. Většině těchto porušení betonu lze předejít přidáním výztuže, která je v některých případech dokonce nutná (viz příklady výše). Norma nám však již nedává jasný návod, jak se s tím vypořádat.&nbsp;</p>\n<p>Další problém nastává při vzájemné interakci betonových kuželů – Eurokód a další literatura (<em>fib bulletin 58</em>) uvádějí pouze podmínky, kdy a jak lze tyto kužely posuzovat samostatně.&nbsp;</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Obrázek 6: CEB-FIB: Bulletin 58 – Navrhování kotvení do betonu (2011), kap. 1.2</em></p>\n<p>Víme, jaké problémy se mohou při návrhu vyskytnout, ale co s tím? Navrhnout kotvení pohledem z okna...&nbsp;</p>\n<p>... nebo najít jiné řešení?&nbsp;</p>\n<h2>Řešení&nbsp;</h2>\n<p>Detail dokáže výše uvedené případy vyřešit velmi efektivně. Umožňuje posoudit<strong> vliv výztuže</strong> na únosnost a také umožňuje posoudit<strong> případy, na které se norma nevztahuje</strong>. V kombinaci s aplikací Connection je pak možné získat komplexní standardní posudky pro všechny typy porušení. &nbsp;</p>\n<p>O obou aplikacích již bylo napsáno mnoho, ale určitě neuškodí přidat krátké srovnání a pár zdrojů pro hlubší pochopení těchto metod:&nbsp;</p>\n<ul>\n  <li><strong>IDEA StatiCa Connection</strong> – zaměřeno na posouzení ocelových přípojů, včetně kotvení do betonu. Kotvy jsou posuzovány <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">podle empirických vzorců</a> v souladu s normou. Betonový blok je modelován <em>Winklerovým podložím</em>, takže možné posouzení je <strong>pouze pro prostý beton.</strong></li>\n  <li><strong>IDEA StatiCa Detail</strong> – Model v Detailu je konečně prvkový, a to včetně výztuže. Vzhledem k základnímu předpokladu, že veškeré napětí je přenášeno výztuží (v betonu je tah zanedbáván), je řešení vhodné pouze pro <strong>železobeton</strong>. Pomocí <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> získáme napětí betonu a výztuže/kotev, která jsou vyhodnocena mezními hodnotami z Eurokódu. Kromě toho získáme reálnou představu o chování konstrukce, jako jsou toky napětí a deformace. Metoda 3D CSFM zahrnuje účinky trojosé napjatosti. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Obrázek 4: Porovnání mezi aplikacemi Connection a Detail (vstup a modely)</em></p>\n<p>Jak již bylo řečeno, pro úplné posouzení je zapotřebí kombinace obojího. Pro efektivní práci je umožněn <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">import z Connectionu do Detailu</a>, včetně dalších parametrů a zatížení.&nbsp;</p>\n<p>Abyste pochopili metodu, můžete si přečíst <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>teoretické základy</em>.</a> Chcete-li se seznámit s funkcemi, více se dozvíte v našich <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>novinkách k verzi</em></a>.&nbsp;</p>\n<h2>Co budete dělat?</h2>\n<p>3D Detail (s CSFM) představuje významný krok vpřed, který umožňuje s jistotou navrhovat složitější případy kotvení. Bezpochyby je to nová technologie, ale stejně jako v případě Connection nám umožňuje dosáhnout více než kdykoli předtím – tak proč nevyužít její potenciál?&nbsp;&nbsp;</p>\n<p>V IDEA StatiCa vnímáme kotvení jako pouhý začátek. 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                                    "value": "<p>Ať už se jedná o omezený prostor pro <a data-item-id=\"59463c40-8535-5ff4-bbae-00bd91ef7bfa\" href=\"\">kotvení</a>, netradiční konstrukční uspořádání, kotvení v blízkosti okraje, potřebu kotvit do nepravidelných tvarů betonové konstrukce nebo požadavek staveniště na provedení předem zabetonovaných desek, tyto speciální případy vyžadují větší pozornost než typická řešení.</p>\n<h3>Jak vlastně stavební inženýři tyto situace řeší?</h3>\n<p>Pokud navrhujete dle normy, čekají vás ruční výpočty, které však nelze aplikovat na atypické případy, a tak do hry vstupuje odhad a inženýrský úsudek.&nbsp; Návrhy vedou často ke zbytečně předimenzovaným patkám a deskám, a to kvůli:</p>\n<ul>\n  <li>vylomení okraje betonu</li>\n  <li>vytržení betonového kužele</li>\n  <li>kombinaci poruch</li>\n</ul>\n<figure data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f2b12c1-2437-49b8-b96b-16bfb6c0687c/Failure%20modes%20of%20headed%20and%20post-installed%20fasteners%20under%20shear%20or%20tension%20load.png\" data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" alt=\"\"></figure>\n<p>Vezměme si například kotvení v blízkosti okraje. Bez výztuže je téměř nemožné splnit normové předpoklady, kvůli vylomení nebo vytržení kužele betonu. Když jsou navíc kotvy blízko sebe, najednou se potýkáte s interakcí kuželů - něčím, co většina předpisů ani neřeší. Co ale dělat, když vaše dispozice prostě neumožňuje dodržet doporučenou geometrii?</p>\n<p><a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">Je třeba zvážit</a> dodatečné <a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">vyztužení</a>. <em>Eurokód 1992-4 - Navrhování betonových konstrukcí - Část 4: Navrhování spojovacích prostředků pro použití v betonu </em>doporučuje stanovit vhodný model vzpěr a táhel.</p>\n<figure data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56b7651a-af9f-403b-a261-570a8b5b7cbc/1992-4%207.2%20Fastening.png\" data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" alt=\"\"></figure>\n<figure data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02c940c4-4beb-4747-bd51-034436d0a8aa/1992-4%207.10%20Fastening.png\" data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" alt=\"\"></figure>\n<p>Co když ale atypický tvar betonového bloku hází klacky pod nohy?</p>\n<h3>Řešení problémů s kotvením nestandardních geometrií betonových bloků</h3>\n<p>Zejména při řešení nepravidelných geometrií nebo jedinečných dispozic, které se vymykají standardním učebnicovým případům, je tento proces nejen časově náročný, ale také ponechává příliš mnoho prostoru pro nejistotu.</p>\n<p>V <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejnovější verzi aplikace IDEA StatiCa</a> jsme přidali nové funkce, které vám pomohou navrhovat a posuzovat jakýkoliv tvar kotvení v&nbsp;souladu s&nbsp;normou.</p>\n<p>Nyní můžete <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">navrhovat a posuzovat téměř jakýkoli tvar betonového bloku</a> pro kotvení. Ať už se jedná o vícestupňovou patku, neobdélníkové kotevní bloky, rozšíření základových pasů nebo atypické architektonické tvary.</p>\n<figure data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba34d6e-04e8-4ee6-a3c8-824645dc772e/Atypical%20shapes.png\" data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" alt=\"\"></figure>\n<h3>Návrh předem zabetonovaných desek s ohledem na výztuž</h3>\n<p>Ve stavebnictví se běžně setkáváme s nosnými konstrukcemi, které obsahují ocelové i betonové prvky. Betonové prvky často hrají klíčovou roli při zajišťování příčné stability ocelové konstrukce. Prvky jsou obvykle propojeny pomocí&nbsp;<a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">předem zabetonovaných desek</a>. Tyto desky nabízejí spolehlivé ukotvení a k tomu je lze vyrobit tak, aby se minimalizovalo vrtání na staveništi. Desky jsou zalícované s betonovým povrchem, což umožňuje čisté a rovné spoje. Jsou také zvláště oblíbené v aplikacích, jako jsou podpůrné systémy fasád, přípoje ocelových rámů v hybridních betonovo-ocelových budovách, podpěry vodicích kolejnic výtahů, kotvení mechanických zařízení, ložiska mostů a spoje prefabrikovaných betonových panelů.</p>\n<p>Ale i když je jejich použití široké, jejich návrh může být výrazně složitější. Osovým silám odolává výztuž v betonu, která je přivařena k ocelové desce a přenáší zatížení prostřednictvím vazby s betonem. Smykovým silám odolávají smykové trny, kotvy nebo smyková oka.</p>\n<p>Návrhová odolnost vložených prvků je velmi závislá na poloze betonářské výztuže, zejména pokud je vložená deska umístěna blízko okraje (nosné fasádní systémy).</p>\n<figure data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/766999ec-9cde-4c42-85ba-863e5bfb25d0/Cast-in%20plate%20-%20position%20of%20reinforcement.png\" data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" alt=\"\"></figure>\n<p>Detail (pomocí CSFM 3D) automaticky zohledňuje výztuž v blízkosti zabetonované desky, což může výrazně zvýšit únosnost. 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                                    "value": "<h2>Hlavní body verze 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e666ebd_0641_01ec_b9ad_031c64e9697b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Navrhujte kotvení do betonu podle vašich potřeb</h2>\n<p>Pokud pravidelně navrhujete kotvení do železobetonu, okamžitě si všimnete nárůstu výkonu. Díky vylepšenému řešiči ve verzi 25.0 lze nyní modely kotvení spočítat za pouhé tři minuty, i když ty stejné dříve trvaly 15 minut. Již nechybí ani předem zabetonované patní desky.</p>\n<p>A nejde jen o rychlost. Nyní máte k dispozici čistší a všestrannější modelovací nástroje. <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Chcete definovat patní desky s výztuží ve tvaru U, L nebo I</a>? Můžete to udělat během několika sekund a výztuž se přizpůsobí podle očekávání. <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Potřebujete vlastní tvar základu nebo víceúrovňovou patku</a>? Použijte booleovské operace k vytvoření přesně toho, co splňuje vaše požadavky.</p>\n<figure data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/736aa3ef-d821-4660-a3cf-5be8e2fd94ac/Boolein_05.png\" data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" alt=\"\"></figure>\n<h2>Zkraťte dobu nastavení pomocí parametrických šablon</h2>\n<p>Ruční vytváření přípojů ocelových&nbsp;konstrukcí od základu nebo procházení starých Excel tabulek vás může zpomalovat. Proto verze 25.0 přináší chytřejší způsob navrhování, s více než 200 připravenými parametrickými šablonami, které můžete vložit do svého projektu pomocí nového <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection wizardu</a>.</p>\n<figure data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.png\" data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" alt=\"\"></figure>\n<p>Vyberte přípoj, upravte vstupy a sledujte, jak se 3D náhled přizpůsobuje v reálném čase. Každá šablona je ověřena a řídí se bezpečnými pravidly. Pokud parametr neodpovídá omezením, dostanete varování. Pokud s IDEA StatiCa teprve začínáte, tyto šablony jsou nejrychlejším způsobem, jak vytvořit spolehlivé návrhy ověřené podle norem.</p>\n<p>Potřebujete větší kontrolu? Můžete libovolnou šablonu \"rozložit\"&nbsp;na upravitelné operace, což vám dává plnou kontrolu nad geometrií, svary, šrouby a všemi prvky. Můžete také vytvářet firemní knihovny pro standardizaci pracovních postupů a vytvářet opakovaně použitelné šablony.</p>\n<h2>Vyberte pouze kritické přípoje v Checkbotu</h2>\n<p>Máte model se stovkami nebo dokonce tisíci uzlů? Nemáte čas opakovat nastavení přípojů jeden po druhém. <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">IDEA StatiCa Checkbot ve verzi 25.0</a> byl vylepšen pro snadné zvládnutí rozsáhlých projektů.</p>\n<figure data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcdcdc0f-f978-415f-8d66-a776df5f5563/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2000a.png\" data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" alt=\"\"></figure>\n<p>Definujte jeden referenční přípoj s vašimi typy prvků a nastavením. Checkbot automaticky seskupí podobné uzly a aplikuje tyto parametry napříč modelem. To znamená, že už nemusíte 50x zadávat stejné informace – stačí jedno nastavení, sdílené napříč konstrukcí.</p>\n<p>Navíc s novým filtrem extrémů zatížení Checkbot z až 1000 účinků zatížení identifikuje kritické případy. Méně výpočetního času, méně rozptýlení a žádné riziko přehlédnutí scénářů, na kterých skutečně záleží. Po dokončení posouzení můžete hromadně generovat protokoly. Vyberte si mezi podrobnými výstupy nebo souhrny a exportujte vše do PDF jedním kliknutím.</p>\n<h2>Globální pracovní postupy</h2>\n<p>Pokud pracujete podle norem ACI nebo spolupracujete globálně, není problém. IDEA StatiCa 25.0 zahrnuje plnou podporu <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI</a>, jak v aplikaci Steel, tak v aplikaci Detail, s terminologií, kterou lze přepínat mezi americkou a britskou angličtinou.</p>\n<p>V Austrálii mohou <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">inženýři nyní pracovat s regionálně specifickými normovými prostředími</a> plně pokrývajícími úkoly pro 2D Detail. A pro inženýry v Číně byla kontrola kotvení podle GB normy aktualizována tak, aby odrážela nejnovější místní požadavky.</p>\n<p>Výrobci prefabrikátů <a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">mohou nyní exportovat předpínací výztuže přímo z Beam do Detail</a>, bez nutnosti přemodelování geometrie a materiálů. Vše v jednom pracovním postupu s <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">RCS nyní kontrolujícím příčné vybočení pro geometrické imperfekce a fáze výstavby</a>.</p>\n<figure data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dee2642-b908-492e-9ae6-f1727c60e720/Export%20from%20BEam%20to%20Detail_04.png\" data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" alt=\"\"></figure>\n<p>Pro kompletní přehled o obsahu IDEA StatiCa verze 25.0 si nezapomeňte prohlédnout <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">poznámky k vydání</a>, stáhnout nejnovější verzi a vyzkoušet si ji sami pomocí odkazu níže. 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                    "value": "<h2>1. Proč se výpočet zastavil předčasně?</h2>\n<p>Stop kritéria (konvergenční kritéria) v metodě 3D CSFM zajišťují zastavení iteračního nelineárního výpočtu na definovaných mezích, viz <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&amp;type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">The solution method and load-control algorithm for 3D CSFM</a> v teoretických základech pro IDEA StatiCa Detail. Ve výchozím nastavení je aktivní možnost \"Přerušit na mezním přetvoření / prokluzu\", díky které je výpočet zastaven, když je dosaženo některého z dále <strong>uvedených kritérií</strong>. Mezní přetvoření se kontroluje u betonu a výztuže a prokluz v případě kotvení. Hodnota mezního přetvoření betonu v tlaku je stanovena na 5 % a v tahu na 7 %. Mezní přetvoření výztuže je omezeno hodnotou 5 %. U kotvení se kontroluje mezní prokluzu kotvy/výztuže vůči betonu.&nbsp;</p>\n<p>Dosažení výše uvedených kritérií a zastavení výpočtu předčasně, tedy před aplikací plného zatížení, může být způsobeno řadou příčin. Nejčastějším důvodem je chybějící výztuž v místech, kde je beton namáhán tahem, který beton nepřenese. Divergence modelu může nastat také díky nesprávnému podepření, které se neřídí zásadami z následujícího bodu 2 a které může vést k nadměrné deformaci. Pokud je však model vytvořen a podepřen správně &nbsp;a výpočet je přesto zastaven předčasně, pak to znamená, že kotvení nevyhovuje zadanému zatížení a je jednoduše přetíženo. Pro kontrolu správného podepření modelu doporučujeme po výpočtu vždy kontrolovat tvar a hodnoty deformace.</p>\n<figure data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac78e48d-ca21-4a2f-8880-4e8772fc9a57/fig_1_CZ.png\" data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" alt=\"\"></figure>\n<h2>2. Jaké typy podpor lze v Detailu použít?</h2>\n<p>V aplikaci Detail lze zadat plošné podpory, a to jak dokonale tuhé, tak s uživatelsky stanovenou tuhostí ve všech směrech. Ve výchozím nastavení jsou podpory zadány jako přenášejí pouze tlak (šedé tlačítko), což může způsobit nestabilitu modelu z hlediska překlopení. Chcete-li, aby podpora přenášela i tah, přepněte tlačítko na bílou. Je však nutné dodržet následující návrhové přístupy:&nbsp;</p>\n<p>1) přístup <strong>Základová patka</strong></p>\n<p>Použijte výchozí nastavení plošné podpory \"přenášející pouze tlak\" a nastavte její tuhost tak, aby odpovídala tuhosti zeminy. Tím simulujete situaci pro základové patky spočívající na zemi. V případě exportu z aplikace IDEA StatiCa Connection nezapomeňte ručně aplikovat vlastní tíhu, protože ta exportována není.</p>\n<p>2) přístup <strong>Výsek konstrukce</strong></p>\n<p>U výseků konstrukce (např. balkonové desky, stěny apod.) je naopak potřeba odříznuté části podepřít i na zachycení tahových reakcí, avšak tyto podpory je nutné doplnit průběžnou výztuží, procházející přes pracovní spáru (řez), která by tyto tahy přenesla. Když průběžná výztuž není do podpory dotažena, beton tahové reakce nepřenese, \"potrhá se\" a dojde např. k nadměrné deformaci modelu. Tím se výpočet opět zastaví předčasně.</p>\n<p>Podrobné informace nejen o podepření v aplikaci Detail, model 3D, naleznete v části <a href=\"https://www.ideastatica.com/cz/podpora/plna-funkcionalita-aplikace-3d-detail\">Plná funkcionalita aplikace Detail 3D</a>.</p>\n<figure data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be0a745-5447-4823-9ce3-799290f12e88/fig_2_CZ.png\" data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" alt=\"\"></figure>\n<h2>3. Proč je důležité dodržovat konstrukční zásady?</h2>\n<p>Jedním z hlavních předpokladů metody 3D CSFM je, že beton v tahu nepůsobí. Proto je <strong>vždy </strong>nutné modelovat <strong>vyztužený</strong> beton. Navržená výztuž by měla odpovídat konstrukčním zásadám stanovených normou (např. pravidla pro přídavnou výztuž pro přenos tahové a smykové síly podle EN 1992-4). V aplikaci Detail, modelu 3D, není posouzení konstrukčních zásad implementováno a je zodpovědností uživatele (inženýra/statika) betonový blok vyztužit správným způsobem.&nbsp;Je potřeba mít na paměti, že stejně jako v klasické příhradové analogii <strong>způsob vyztužení předurčujete způsob vývoje napětí a přenos zatížení.</strong>&nbsp;</p>\n<figure data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8d44f75-f4d6-4214-b307-d4d87da84751/fig_3_CZ.png\" data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" alt=\"\"></figure>\n<h2>4. Jak správně namodelovat přenos smykové síly?</h2>\n<p>Smyková síla zadaná na patní desku může být přenášena třením, kotvami nebo smykovými zarážkami, přičemž jednotlivé metody přenosu smyku nelze vzájemně kombinovat.&nbsp;</p>\n<p>V případě <strong>tření</strong> je nutné zajistit správné pořadí zatěžovacích stavů: nejprve aplikujte přítlak (typ zatěžovacího stavu <em>Stálé</em>), poté smykovou sílu (typ zatěžovacího stavu <em>Proměnné</em>). Pokud tento postup není dodržen, může dojít k nadměrnému posunu patní desky vlivem smyku při nedostatečném přítlaku. &nbsp;Při správné sekvenci zatížení a koeficientu tření nastaveném např. na hodnotu 0,25 pak lze zadanou smykovou sílu přenést při 25 % přítlaku.&nbsp;</p>\n<p>Prostřednictvím <strong>smykových zarážek</strong> se přenáší plná smyková síla, avšak posudek zarážky v IDEA StatiCa Detail není proveden. Samotné posouzení smykových zarážek může být provedeno v IDEA StatiCa Connection a poté může být navržené kotvení importováno do Detailu. Smyková zarážka je s betonem spojena prostřednictvím kontaktů, tj. do betonu se přenáší pouze tlakové napětí a pro přenos smyku se uplatňuje vždy příslušná část zarážky (stojina/příruba).</p>\n<p>U<strong> kotev</strong> může uživatel definovat, které konkrétní kotvy budou účinné pro přenos smyku. Avšak stejně jako v případě zarážek, kotvy nejsou v Detailu na smyk posouzeny. V napětí kotev není zohledněn přírustek napětí od smyku, vykresluje se pouze napětí od osové síly. Posouzení kotev může být opět provedeno v aplikaci IDEA StatiCa Connection. Jinými slovy, IDEA StatiCa Detail&nbsp;slouží k posouzení přenosu zatížení do okolní betonářské výztuže, přenos zatížení z kotvy do betonu se nyní neposuzuje.</p>\n<figure data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13624716-50f2-4d10-906e-859f0c0e63e8/fig_4_CZ.png\" data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" alt=\"\"></figure>\n<h2>5. Jak správně propojit kotvu s patní deskou?</h2>\n<p>Zatížení v aplikaci Detail může být aplikováno buď přímo na kotvy (Fx, Fy, Fz) nebo na patní desku (Fx, Fy, Fz, Mx, My, Mz). Kotvy a patní desky jsou modelovány jako samostatné prvky, které nejsou vzájemně propojeny. Vazba mezi kotvou a patní deskou musí být nastavena ručně, a to jak pro přenos osových sil, tak pro přenos smyku. Tyto vazby jsou vzájemně nezávislé a propojení může být aktivováno pouze pro jeden z typů namáhání (přenos osových a/anebo smykových sil) dle požadavků návrhu a posouzení kotvení.</p>\n<p>Dva přístupy k modelování:</p>\n<ul>\n  <li>Při exportu kotvení z IDEA StatiCa Connection do Detailu (např. viz <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM propojení IDEA StatiCa Connection a Detail - Excentricky zatížené kotvení</a>) je vazba pro přenos osové síly mezi kotvami a patní deskou vypnuta, aby se zabránilo nežádoucímu dodatečnému páčení patní desky (viz obrázek níže).&nbsp;</li>\n  <li>Při modelování \"od nuly\" přímo v IDEA StatiCa Detail musí uživatel naopak aktivovat vazby jak pro přenos smyku, tak pro přenos osových sil, aby se zatížení zadané na patní desku do kotev přeneslo.</li>\n</ul>\n<p>Podrobnější vysvětlení vzájemného propojení kotev s patní deskou naleznete ve webináři nebo v článku <a href=\"https://www.ideastatica.com/cz/podpora/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy pro Detail 3D</a>.</p>\n<figure data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9daa2626-f57c-475a-bcd4-e31d6ecda776/fig_5_CZ.png\" data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" alt=\"\"></figure>\n<h2>6. Jakou tuhost patní desky je potřeba nastavit?</h2>\n<p>Důležité je také nastavení správné tuhosti patní desky. Na obrázku níže jsou porovnány tři modely:&nbsp;</p>\n<ul>\n  <li>měkká patní deska exportovaná z aplikace Connection,&nbsp;</li>\n  <li>měkká patní deska modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky,&nbsp;</li>\n  <li>tuhá patní deska se zvětšenou tloušťkou modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky.&nbsp;</li>\n</ul>\n<p>Výsledky ukázaly, že ohybově měkké patní desky modelované přímo v aplikaci Detail typu 3D způsobují nepřesné rozložení napětí v betonu pod patní deskou, protože dochází k jejímu nadměrnému páčení (chybí ztužující vliv sloupu). Tuhá deska tyto problémy eliminuje a poskytuje výsledky konzistentní s výsledky získanými exportem z aplikace Connection. Výpočtem stanovené síly v kotvách byly srovnatelné u prvního a třetího modelu. V druhém případě byly síly v kotvách nadhodnoceny o více než 30 %, což z něj činí nevhodně sestavený model. Pokud tedy model není vytvořen exportem z aplikace Connection a je zatížen v jednom bodě, je doporučeno použít tuhou patní desku (viz třetí model) tak, aby se interakce mezi patní deskou a betonem co nejvíce přiblížila realitě.</p>\n<figure data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0229fd18-d675-44ea-af8a-b47103f7ae99/fig_6_CZ.png\" data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat vnitřní síly na </em><em><strong>zárodek sloupu</strong></em><em>, který je v modelu aplikace Detail přímo zadaná jako deskostěnový prvek, a tím eleminuje nadměrnou deformaci tenké desky, popsanou výše. Proto doporučujeme pro verze 25.1 a vyšší zadávat vnitřní síly na sloup, viz </em><a href=\"https://www.ideastatica.com/cz/podpora/zatizeni-a-kombinace#sloup\"><em>Zárodek sloupu pro přenos zatížení</em></a><em>.</em></p>\n<figure data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84361b92-14ae-4dbe-9c68-0ac7e514fc48/fig_6_CZ_a.png\" data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" alt=\"\"></figure>\n<h2>7. Jak je to s kontaktním napětím?</h2>\n<p>V aplikaci Connection je možné nastavit mezi dvěma plechy tzv. kontakt a zobrazit v nich kontaktní napětí. Je však známým omezením (viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>) exportu kotvení z Connection do Detail, že toto kontaktní napětí není importováno. Důsledkem chybějících účinků odpovídajících kontaktnímu napětí je, že importované síly nejsou na patní desce v rovnováze a dojde k její nadměrné deformaci a tedy předčasnému ukončení výpočtu kvůli divergenci.</p>\n<p>Jak toto omezení obejít?</p>\n<ul>\n  <li>V modelu kotvení v aplikaci Connection se vyhnout použití funkce \"kontakt\". Jedná se o specifickou funkci, která v praxi nastává ve velmi úzkém rozsahu typů přípojů.</li>\n  <li>Pokud je v přípoji kontakt reálně navržen, pak je nutné kotvení zatížit přímo v Detailu (nevyužít exportovaných sil), a to v kombinaci s tuhou patní deskou (viz bod 6).</li>\n</ul>\n<figure data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c590fc0e-0c0e-4890-a5e1-3da8818c7e40/fig_7_CZ.png\" data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" alt=\"\"></figure>\n<h2>8. Proč napětí v soudržnosti dosáhne 99,9 % tak rychle?</h2>\n<p>U většiny modelů dosahuje napětí v soudržnosti 99,9% využití pro velmi nízké úrovně zatížení tahem. Příčinu lze nalézt v pracovním diagramu pro vazbu mezi kotvou/výztuží a betonem, jak je znázorněno na obrázku níže. Vazba velmi rychle dosahuje svého mezního napětí v soudržnosti a jakékoli další zatížení vede k její plastické deformaci.&nbsp;</p>\n<p>Stanovení pevnosti v soudržnosti pro lepené kotvy je popsáno v článku <a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Jak mám nastavit velikost sítě?</h2>\n<p>Kvalita sítě konečných prvků je pro 3D simulace zásadní, zejména u nelineárních výpočtů, protože mj. přímo ovlivňuje dobu výpočtu. Násobitel velikosti konečného prvku, který lze v aplikaci Detail zadat v Nastavení výpočtu, se pohybuje v rozmezí od 0,5 do 5, přičemž nastavená výchozí hodnota je 1. Použití násobitele o velikosti 5 urychluje výpočet, ale výsledky mohou být nepřesné (chyba více než 30 %). Jeho použití je vhodné pro ověření správnosti zadaného modelu a zda např. nedochází k jeho nadměrným deformacím. Po samotné posouzení je víceméně nutné použít násobitel sítě o velikosti 1 pro získání přesnějších hodnot napětí a deformace.&nbsp;</p>\n<p>Stručně řečeno, hrubá síť (vyšší násobitel) se používá pro předběžný návrh, zatímco jemnější síť (nižší násobitel) poskytuje přesnější výsledky, zejména v okolí kotev.</p>\n<figure data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/240cd840-1572-4b89-96c8-5adbf3d6f213/fig_9_CZ.png\" data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> bylo do aplikace Detail přidáno vylepšení tvorby sítě kolem kotev, a to tak, že kolem kotvy vždy dojde k jejímu zjemnění i při nastavení násobitele sítě na jeho horní mez. 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Uživatel tedy musí odstranit všechny bloky kromě jednoho a všechny patní/čelní desky vztáhnout k tomuto zbývajícímu bloku.&nbsp;</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat více patních desek na jeden existující betonový blok a toto kotvení následně importovat do aplikace Detail. Stále platí, že v aplikaci Detail je podporován pouze jeden betonový blok. Pro vícenásobném kotvení přes hranu betonového bloku platí omezení popsána v článku</em> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>.&nbsp;</p>\n<figure data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83c5bcd2-7759-4ca7-ae19-b84fdbcda042/Multiple%20base%20plates%20on%20one%20block%200.png\" data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" alt=\"\"></figure>\n<h2>Závěr</h2>\n<p>3D CSFM v IDEA StatiCa Detail je výkonný nástroj pro modelování nelineárního chování betonu a výztuže, který zajišťuje shodu s Eurokódem a ACI. Nastavená kritéria zajišťují, že se výpočty zastaví při dosažení kritických mezí deformace, a pro realistické výsledky je nezbytné správné zadání výztuže. 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    "value": "<h3>Výztuž</h3>\n<p>Model může být vyztužen pomocí <strong>Skupiny vložek 3D</strong>. Tento typ výztuže obsahuje mnoho možností, které si projdeme v následujícím textu. Lze specifikovat 4 typy definic tvaru tyče:</p>\n<ul>\n  <li>Dvěma body</li>\n  <li>Na hraně povrchu</li>\n  <li>Na hraně povrchu na více hranách</li>\n  <li>Na polylinii</li>\n</ul>\n<p>U každého z těchto typů zadání lze specifikovat průměr a materiál včetně způsobu kotvení na začátku a na konci výztuže.</p>\n<p>Definice tvaru výztuže <strong>Dvěma</strong> <strong>body</strong> je zřejmá. Je třeba zadat dvě sady kartézských souřadnic X, Y, Z.</p>\n<figure data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/44d21a6b-2337-42f2-9269-6d462978d252/3D%20Detail%20in%2024.1_17.png\" data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" alt=\"\"></figure>\n<p>Definice <strong>Na hraně povrchu</strong> nabízí mnoho ovládacích prvků pro umístění výztuže do požadované pozice. Výztuž můžete zadávat ve více vrstvách s více pruty v jedné vrstvě, se zadanými vzdálenostmi mezi pruty v rámci vrstvy a mezi jednotlivými vrstvami. Samozřejmě je také nutné specifikovat referenční povrch a hranu. Dále je třeba zadat tloušťku \"Krytí povrchu\", vzhledem k referenčnímu povrchu (od povrchu [1] na obrázku níže). A dále Krytí hrany, které definuje vzdálenost vložek od bočních povrchů (od povrchů [4], [5] a [2] na obrázku níže). Krytí lze zadat jako \"Z Nastavení\" nebo \"Uživatelská hodnota\". Výchozí hodnota krytí (Z Nastavení) pro aktivní položku projektu se nachází v první položce stromu (ve výchozím nastavení nazývané DRM1), což bylo definováno na začátku tohoto článku. Krytí hrany lze nastavit jako jedinečnou hodnotu pro každou skupinu vložek.</p>\n<figure data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3049c8df-96cb-45b4-a358-563dff3b7a57/3D%20Detail%20in%2024.1_18.png\" data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" alt=\"\"></figure>\n<p>A konečně, pro tento typ zadání lze upravit pozici na hraně. Například, jak je znázorněno na obrázku níže, je možné určit výztuž tak, aby se uživatelem definované krytí hrany aplikovalo pouze na spodní plochu [5]. Boční povrchy jsou ovládány prodloužením začátku a konce.</p>\n<figure data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db466f5c-ac90-4f3c-b03d-973d71a6c08a/3D%20Detail%20in%2024.1_19.png\" data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" alt=\"\"></figure>\n<p>Dalším typem definice je <strong>Na povrchu na více hranách</strong>. Zde je možné zadat seznam hran nebo ploch, na které bude výztuž umístěna, spolu s výčtem tlouštěk krycích vrstev pro každou plochu, jak je znázorněno na následujícím obrázku.</p>\n<figure data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5663b6e-2ff9-4747-b43b-5890e78d8457/3D%20Detail%20in%2024.1_20.png\" data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" alt=\"\"></figure>\n<p>Krytí lze také specifikovat pomocí možnosti \"Z Nastavení\", stejně jako u předchozí. Opět je možné odsadit výztuž od referenčního povrchu pomocí \"Krytí povrchu\" a zadat počet a vzdálenost vrstev. Je také možné prodloužit nebo zkrátit konce od prvního a posledního okraje.</p>\n<figure data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/460353ff-98b8-4f6b-b634-d568076e73b6/3D%20Detail%20in%2024.1_21.png\" data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" alt=\"\"></figure>\n<p>Poslední způsob definování výztuže je <strong>Na polylinii</strong>. Stejně jako u výše zmíněných entit modelu lze výztuž zadat pomocí seznamu souřadnic zkopírovaných z tabulkového procesoru. V tomto případě je pro lepší orientaci navíc k dispozici 3D scéna se zobrazenou výztuží, která umožňuje pootáčení kolem dvou os.</p>\n<figure data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff3a99a5-1dff-4519-9ab7-13c4571673f2/3D%20Detail%20in%2024.1_22.png\" data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" alt=\"\"></figure>"
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            "value": "<h3>Úvod</h3>\n<p>Na začátku tohoto textu je potřeba definovat, k čemu je aplikace určena. V současné verzi jsou vyvinuty nástroje a je ověřeno řešení pouze pro <strong>kotvení ocelových konstrukcí v jednoduchých blocích z vyztuženého betonu.</strong></p>\n<p>Následující text je rozdělen do dvou částí: omezení aplikace a metody 3D CSFM samotné a omezení importu z IDEA StatiCa Connection.</p>\n<h3>Omezení aplikace Detail 3D</h3>\n<h4>Železobeton</h4>\n<p><strong>Metoda 3D CSFM není určena pro prostý nebo slabě vyztužený beton</strong>. V takovém případě může výpočet vést k zavádějícím výsledkům nebo divergenci nelineárního výpočtu.&nbsp;</p>\n<p>Více se dočtete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Hlavní důvod, proč je potřeba modelovat <strong>pouze vyztužený beton</strong>, je zanedbání tahové pevnosti betonu v použité výpočetní metodě 3D CSFM. Všechna tahová napětí tedy musí být přenesena výztuží.</p>\n<p>Dalším důvodem je, že v aplikaci IDEA StatiCa Detail 3D nejsou použity principy lomové mechaniky. Model nesimuluje explicitní šíření trhlin ani nevyužívá parametry betonu definované v lomové mechanice (G_f, K_IC, tvar lomové plochy). Beton je modelován jako tvárný materiál s vodorovnou plastickou větví v tlaku – jakmile je dosaženo mezního tlakového napětí, napětí zůstává konstantní a pouze deformace se dále zvyšují až do předepsané meze. V důsledku toho dokáže Detail 3D zachytit plastické přerozdělení napětí a deformací v D-oblastech, ale explicitně nemodeluje mechanismy křehkého porušení řízené lomovou mechanikou (např. čisté smykové porušení prostého betonu, nestabilní šíření jediné dominantní trhliny atd.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Závěrem lze říci, že modely musí splňovat definici železobetonu uvedenou v mezinárodních normách. Pokud dodržíte konstrukční definované v normách, obdržíte správné výsledky.&nbsp;</p>\n<h4>Mezní stav únosnosti</h4>\n<p>Všechny výpočty a posudky jsou implementovány&nbsp;<strong>pouze pro MSÚ</strong>. Definice materiálových modelů a způsob samotného výpočtu musí být u MSP odlišný. Tento rozdíl můžete vidět v Detailu ve 2D.&nbsp;</p>\n<h4>Tlakové změkčení (tzv. Compression softening)</h4>\n<p>Nejprve si definujme, co je to tlakové změkčení: Beton v tlaku ztrácí pevnost a tuhost, když je současně silně potrhaný v tahu, tj. když jsou přítomna velká příčná tahová napětí.</p>\n<p>V případech, kdy je únosnost určena tlačenou vzpěrou procházející silně potrhaným betonem, má Detail 3D tendenci nadhodnocovat únosnost (tj. být mírně nekonzervativní), pokud je výsledek interpretován přímo jako skutečná mezní únosnost.</p>\n<p>Z těchto důvodů je 3D modul zatím vhodný pouze pro posouzení únosnosti kotvení v jednoduchých železobetonových blocích.</p>\n<p>I když je možné modelovat například pilotové založení s využitím podpor na malé ploše, ověření není spolehlivé, protože změkčující efekt se stává významným, zejména u detailů souvisejících s protlačením. Stejná situace může nastat v případě tenké desky s na ní umístěným sloupem a v dalších podobných případech, kdy není prvek dostatečně vyztužen svislou výztuží.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Pro tyto situace je nutné implementovat změkčení betonu, které je v současnosti dostupné pouze v 2D modulu.&nbsp;<strong>Proto lze 3D modul použít pouze pro kontrolu porušení kolem kotev, kde tento efekt nemá vliv.</strong></p>\n<h4>Posouzení kotev</h4>\n<p>Prvek kotvy je definován tak, že je schopný přenášet osové tahové/tlakové síly stejně jako smykové síly, přičemž je zohledněna ohybová tuhost kotvy, jak je popsáno v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Podporujeme posudky dle příslušných norem (<strong>pouze EN</strong>), proto lze IDEA StatiCa Detail použít samostatně pro posouzení kotvení jako celku (kotvy, výztuž, beton).</p>\n<p>Implementované normy:&nbsp;<strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1.&nbsp;</strong></p>\n<p>Pro posouzení dalších komponent styčníku (svarů, plechů atd.) je potřeba použít IDEA StatiCa Connection, kde můžete provést i kompletní posouzení kotev pro prostý beton. Kotvení v Connection – spolu s aplikovanými silami – lze exportovat do Detailu pro další návrh výztuže.</p>\n<p>Pro <strong>ACI a australskou normu</strong> <strong>nejsou dosud implementovány</strong> normové posudky kotev ve smyku a ve smyku + tahu, proto je vždy nutné pro komplexní normové posudky kotev použít obě aplikace.</p>\n<h4>Překlopení</h4>\n<p>Pokud zadané zatížení způsobí překlopení modelu, model bude počítat až do divergence nebo dosažení kritéria. To obvykle trvá dlouho s následujícím výsledkem:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Zobrazuje se procento přeneseného zatížení před ztrátou stability modelu. V Doplňkových výsledcích je možné zobrazit extrémní deformace.</p>\n<p>Alternativní řešení: Doporučuje se nejprve vypočítat jakýkoli model s Násobkem výchozí velikosti sítě nastaveným na vysokou hodnotu (4-5). Tento násobek lze najít v Nastavení -&gt; Nastavení sítě. Výpočet proběhne rychle a &nbsp;vy budete moci zjistit, zda je problém v překlopení modelu nebo ne.</p>\n<p>Je potřeba zkontrolovat, zda je v zatížení zadána vlastní tíha betonového bloku, která případnému překlopení modelu může zabránit. Pozor, importem z aplikace Connection není vlastní tíha do modelu zadána automaticky, viz text dále.</p>\n<h3>Omezení importu z aplikace Connection</h3>\n<h4>Kontakty</h4>\n<p>Obecně není podporován import sil působících na základovou desku prostřednictvím <strong>kontaktu</strong> s jinou ocelovou deskou. To platí jak pro kontakt hrana-plocha, tak pro typy kontaktů plocha-plocha. Více si přečtěte <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"v tomto článku\">v tomto článku</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Kotvení bez patní desky</h4>\n<p>Pouze modely kotvené přes patní desku mohou být správně importovány do aplikace Detail. Pro modely, kde jsou prvky připojeny k betonovým blokům přímo&nbsp;(např. přes spodní pásnici), je plech prvku s kotvami importován bez zatížení, tj. nejsou importovány silové účinky ze svarů.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Vlastní tíha není přidána automaticky</h4>\n<p>Vlastní tíha není v importovaných zatěžovacích stavech automaticky zahrnuta, musí být dodatečně přidána uživatelem. To může hlavně ovlivnit případy kotvení k základovým patkám, kde neuvážení vlastní tíhy může vést ke ztrátě stability a k překlopení základu, jak je zmíněno v odstavci výše.</p>\n<h4>Nepodporované typy kotvení pro export do Detailu</h4>\n<p>Kotvy s hákem nejsou v Detailu podporovány. V exportovaném souboru bude místo nich použita kotva s podložkou.</p>\n<p>Podložka je modelována jako deskostěnový prvek přímo připojený k dříku kotvy a přenášející zatížení na beton výhradně prostřednictvím tlakového kontaktu. Podložka je modelována lineárně, bez plasticity, a není podrobena posudkům únosnosti. Vzhledem k tomu, že podél dříku je nulová pevnost v soudržnosti, veškeré zatížení se přenáší do betonu prostřednictvím podložky. Více o typech kotev naleznete v článku <a href=\"https://www.ideastatica.com/cz/podpora/jednotlive-kotvy-v-detailu\">Jednotlivé kotvy v Detailu</a>.</p>\n<h4>Nepodporované kombinace kotev</h4>\n<p>Aplikace Detail nepodporuje kombinování spřahovacích trnů nebo výztuže s jinými typy kotev. Tyto typy kotev nebudou zahrnuty do výstupu. Více informací o možnostech kotevních desek naleznete v článku <a href=\"https://preview.ideastatica.com/cz/podpora/moznosti-zadani-kotevni-desky\">Možnosti zadání kotevní desky</a>.</p>\n<h4>Kombinace importovaných zatížení a zatížení zadaných uživatelem</h4>\n<p><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu</strong>. Z důvodů popsaných v&nbsp;<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>. Kotvy se do Detailu naimportují tak, že nejsou s patní deskou propojené na osovou sílu (propojení na smyk je řízeno způsobem přenosu smyku). Pokud v Detailu vytvoříte zatížení aplikované na patní desku, je zřejmé, že zatížení z patní desky nebude do kotev přeneseno.</p>\n<p>Alternativní řešení: Zkopírujte importovanou Položku projektu, odstraňte všechna importovaná zatížení, propojte všechny kotvy s patní deskou na osovou sílu a poté můžete zadat nové zatížení.</p>\n<h4>Více betonových bloků</h4>\n<p>V aplikaci Detail je podporován<strong> pouze jeden betonový blok</strong>. Nicméně betonový blok může být upraven pomocí Negativního tělesa, Roviny řezu a operace Řez. Díky tomu je možné modelovat složitější tvary jako jsou podstavce, rozšíření základových pásů, kotvení v blízkosti otvorů atd.</p>\n<p>Je také možné importovat dva nezávislé betonové bloky z aplikace Connection, které se importují do aplikace Detail jako dvě položky modelu, jež lze dále upravovat pomocí operace Řez.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<h4>Více než jedna kotevní deska v bloku</h4>\n<p>Export více kotevních desek je podporován, ale <strong>nedoporučuje se importovat takzvané kotvení na hraně</strong>.&nbsp;</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>V aplikaci Connection je beton modelován zjednodušeným způsobem pomocí Winklerova podloží. Na druhou stranu je ocelová část nad betonovým blokem modelována podrobně se zohledněním plasticity materiálů. Pro detailnější posouzení železobetonu pod patní deskou je možné exportovat patní desku, kotvy a zatížení do aplikace Detail. Tam je beton modelován plasticky.</p>\n<p>Kotvy jsou exportovány rozpojené pro přenos osové síly a zatížení mezi nimi je nahrazeno dvojicí sil stejné velikost, ale opačného směru (právě kvůli chybějící tuhosti ocelové části nad patní deskou). Proto není možné, aby se osové síly v kotvách změnily, pokud se krycí vrstva v rohu betonového bloku stane plastickou (odprýskne se). Obdobně jsou svary patních desek exportovány rozpojené, přičemž spojení je nahrazeno stejnými, ale opačnými silami. Proto nemůže dojít ke změně napětí na svaru v případě plastizace betonového rohu.</p>\n<p>Z toho vyplývá, že po exportu, ačkoli jsou všechny síly působící na základní desky v rovnováze, nebudou splněny deformační podmínky.</p>\n<p><em>Platí to pro současnou verzi 25.1.2. Může se lišit v předchozích verzích, protože postupně pracujeme na odstranění těchto omezení. Více informací o každé verzi najdete v </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>novinkách k verzi</em></a><em>.</em><br>\n</p>"
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                            "value": "<h3>Úvod</h3>\n<p>3D Detail je v podstatě rozšířením stávající aplikace IDEA StatiCa Detail. Přidává nový typ Model 3D a s tím přichází i implementace metody pro výpočet napěťových polí ve 3D prostoru nazvané 3D CSFM. Výpočty a posudky jsou implementovány pro mezní stav únosnosti.</p>\n<p>Než se pustíme do popisu funkcionalit 3D Detailu, bude dobré upozornit na existenci teoretických základů, kde si můžete přečíst více technických detailů o jednotlivých entitách modelu a samotných výpočtech.</p>\n<ul>\n  <li><a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>IDEA StatiCa Detail – Konstrukční návrh betonových 3D nespojitostí</strong></a></li>\n</ul>\n<p>V prvním kroku si uživatel může na úvodní obrazovce (v průvodci) vybrat nový typ modelu, kde je k dispozici několik šablon, včetně obecné možnosti zadat model od začátku.</p>\n<figure data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b625d4c-9842-4ccc-b10b-89a82bceb111/3D%20Detail%20in%2024.1_1.png\" data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" alt=\"\"></figure>\n<p>Stejně jako u 2D modelů je možné i ve 3D variantě upravit počáteční nastavení v pravé části, jako je Norma návrhu, Materiály a Krytí betonu.</p>\n<p>Po vytvoření ať už prázdného modelu nebo modelu ze šablony jsou k dispozici možnosti známé z prostředí 2D modelování.</p>\n<p>Možnosti pro práci s více Položkami projektu najdete na horním pásu karet, stejně jako nyní standardní tlačítka Zpět/Znovu, možnosti zobrazit Popisy, ovládací prvky pro Obrázky, nastavení Výpočtů a ovládací prvky pro správu Šablon.</p>\n<figure data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d987045a-993e-403c-b17c-e48903b0005a/3D%20Detail%20in%2024.1_3.png\" data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" alt=\"\"></figure>\n<p>Inicializuje se také strom, jehož první položka, ve výchozím nastavení DRM1, obsahuje výchozí nastavení pro aktuální položku projektu. Nad stromem najdete nástroje pro manipulaci s modelem.</p>\n<figure data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3381341d-56a3-49bf-b78c-dff47f501a72/3D%20Detail%20in%2024.1_4.png\" data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" alt=\"\"></figure>"
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                                                    "value": "<h3>Posouzení kotvení v aplikaci Connection</h3>\n<p>Již nějakou dobu lze v aplikaci IDEA StatiCa Connection modelovat a posuzovat kotvení ocelových nosníků/sloupů do betonového bloku. Do nedávno vydané verze 24.1 byla přidána možnost modelování kotev s háky. Pro posouzení různých způsobů porušení kotev a betonu se používají empirické vzorce z Eurokódu (EN 1992-4 a EN 1993-1-8). Vzhledem k chybějícím informacím o některých typech kotev a skutečnosti, že výztuž v betonovém bloku nelze zohlednit, však nelze některé způsoby porušení plně posoudit. Uživatel však je na tuto skutečnost upozorněn.</p>\n<figure data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9755e4c-244b-4015-b72f-e003fede656d/landing_page_1.png\" data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" alt=\"\"></figure>\n<h3>Aplikace 3D Detail</h3>\n<p>Dříve musel uživatel u některých způsobů porušení doplňovat chybějící posudky sám ručními výpočty. Aby se tyto nedostatky odstranily, je nyní možné<strong> exportovat model z aplikace Connection do aplikace 3D Detail.</strong> To zahrnuje přenesení geometrie a parametrů betonového bloku, patní desky a kotev včetně působícího zatíženi. V aplikaci 3D Detail je pak možné do betonového bloku domodelovat výztuž a provést nelineární výpočet metodou konečných prvků (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>Posudky pak nejsou založeny na standardních vzorcích Eurokódu, ale je posouzeno přímo napětí a přetvoření v betonu a ve výztuži stanovené se zohledněním normových charakteristik materiálů.</p>\n<p>V rámci webináře vám na praktické ukázce představíme celý pracovní postup posouzení kotvení a vysvětlíme speficika modelování.</p>\n<h3>A co dál?</h3>\n<p>Přečtěte si více o normovém posouzení kotvení v aplikacích IDEA StatiCa:</p>\n<ul>\n  <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">Propojení IDEA StatiCa Checkbot s Hilti PROFIS</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Teoretické základy výpočtu kotvení v aplikaci IDEA StatiCa Connection</a></li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do 3D Detailu</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h3>Záznam webináře</h3>"
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                                                    "value": "<p>Pevnost v soudržnosti, která se zadává u prvku <strong>Jedna kotva</strong> v Detailu 3D je <strong>návrhová hodnota</strong> pevnosti v soudržnosti lepené (dodatečně instalované) kotvy. Jedná se o klíčový parametr pro návrh kotvení v Detailu 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>Z hlediska EN 1992-4 můžeme návrhovou pevnost v soudržnosti definovat jako τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub>&nbsp;</p>\n<p>γ<sub>Mp</sub>&nbsp; je dílčí součinitel bezpečnosti definovaný v tabulce 4.1 v EN 1992-4</p>\n<p>γ<sub>mp</sub> = γ<sub>mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1,5</p>\n<p><strong>γ</strong><strong><sub>inst&nbsp; </sub></strong>- součinitel zohledňující citlivost dodatečně instalovaných kotev na podmínky při instalaci. Lze nalézt v příslušných evropských technických specifikacích pro konkrétní produkt.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> &nbsp;- je charakteristická pevnost v soudržnosti dodatečně lepené kotvy. &nbsp;Závisí na pevnosti, třídě betonu a stavu betonu – popraskaný vs. nepopraskaný. Lze jej nalézt v certifikátu pro lepící chemickou maltu, například ETA – European Technical Assesment.</p>\n<h3>Příklad</h3>\n<p>Mějme dodatečně lepenou kotvu ze závitové tyče M12&nbsp;a maltu Hilti HIT-HY 200-A V3. Otvor je vyvrtán příklepem. Kotva se instaluje za sucha do betonu C20/25 s trhlinami . Projektovaná životnost je 50 let.</p>\n<p>Nejprve musíme přejít na webovou stránku produktu HIT-HY 200-A <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">zde</a>. Hledáme ETA dokument. Přejděte do části <strong>Technical data</strong> a otevřete dokument PDF Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Na straně 3 tohoto dokumentu naleznete odkazy na příslušné dokumenty ETA.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Otevřete dokument ETA-19/0601, který je pro nás relevantní. Odkaz v prvním řádku tabulky.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>V tabulce C1 tohoto dokumentu naleznete údaje pro <strong>τ</strong><strong><sub>Rk</sub></strong> - charakteristická pevnost v soudržnosti. Konzervativně pro teplotní rozsah II, v našem případě τ<sub>Rk</sub> = 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>V tabulce C1 dokumentu naleznete také relevantní γ<sub>inst </sub>. V našem případě γ<sub> inst</sub> = 1,0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>Konečná hodnota návrhové pevnosti v soudržnosti&nbsp;je τ<sub>Rd</sub> = 8,0 /(1,5x1,0) = 5,3 MPa.&nbsp;</p>\n<p><br>\n</p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n63e88226_a2a8_01a1_1e77_fd408ae10ab1\"></object>"
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                                                            "value": "<h3>Zařízení&nbsp;pro přenos zatížení</h3>\n<p><strong>Zařízení pro přenos zatížení</strong> obsahují dvě entity: patní desku a kotvu. Začněme patní deskou. Chcete-li určit její umístění na betonovém bloku, je nutné vybrat referenční povrch a hranu. Ty definují počátek souřadnic, ze kterých se měří vzdálenosti X a Y. K dispozici jsou dvě možnosti definice tvaru, obdélníkový a polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>Patní deska je spojena s betonovým prvkem kontaktem, který přenáší tlaková napětí, a pokud se uživatel rozhodne, může přenášet i smyková napětí. Lze vybrat tři mechanismy přenosu smyku:</p>\n<ul>\n  <li><strong>třením</strong></li>\n  <li><strong>pomocí kotev</strong></li>\n  <li><strong>pomocí smykové zarážky</strong></li>\n</ul>\n<p>Software neumožňuje tyto mechanismy přenosu smyku kombinovat.</p>\n<p>Při přenosu třením je třeba zadat návrhovou hodnotu součinitele tření. Pro variantu přenosu pomocí smykové zarážky je třeba zadat ocelový profil včetně geometrie a polohy.</p>\n<p>Patní deska může přenášet buď bodové zatížení, nebo skupinu sil. Pro bodové zatížení lze model zatížit šesti vnitřními silami (Fx, Fy, Fz, Mx, My a Mz) v libovolné poloze na patní desce. U skupiny sil mohou uživatelé zadávat polohy, intenzity a směry sil do tabulky, což umožňuje obecné umístění na patní desce. Je důležité zmínit, že patní deska je bodově zatížená a nemá na horní straně přivařenou žádnou výztuhu ani ztužijící prvek. Pro správné rozložení zatížení je tedy důležité použít relativně tuhou desku s poměrně velkou tloušťkou.&nbsp;</p>\n<p>Druhé zařízení pro přenos zatížení, kotvu, lze přidat a propojit s patní deskou a vytvořit tak například detail kotvení sloupu pomocí čtyř kotev (viz obrázek níže). Je také možné modelovat samostatné kotvy bez patní desky.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>Více informací o propojení s patní deskou naleznete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Z hlediska polohy a geometrie jsou kotvy vztaženy k povrchu a hraně bloku, včetně určení relativní polohy jako u patní desky. Samozřejmě je možné specifikovat délku kotvy v betonu a délku nad betonovou plochou.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>Kotvy jsou implementovány ve dvou variantách:</p>\n<ul>\n  <li>Na místě zabetonovaná výztuž</li>\n  <li>Lepená kotva</li>\n</ul>\n<p>Pro na místě zabetonovanou výztuž se používá mezní napětí v soudržnosti podle EN 1992-1-1 kap. 8.4.2. Kromě toho je možné pro tento typ kotvy určit Způsob kotvení stejně jako pro běžnou výztuž.</p>\n<p>U lepených kotev je možné přímo zadat Pevnost vazby (soudržnost), kterou si uživatel může zjistit např. z technického listu nanesené lepicí malty. Je důležité poznamenat, že <strong>je nutné zadat návrhovou hodnotu mezního napětí v soudržnosti</strong>.</p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>Podrobný popis chování vzájemného propojení kotvy a patní desky je popsán v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>"
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                                                                    "value": "<p>Eurokód specifikuje několik způsobů porušení kotev a betonových patek a dále je dělí podle typu zatížení. <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">V IDEA StatiCa Connection</a> jsme dosud mohli kotvy posoudit, ale s určitými omezeními bylo nutné hodnocení provádět ručně.&nbsp;</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Současně nebylo možné počítat s vyztužením betonových bloků. To se nyní mění s aplikací IDEA StatiCa 3D Detail, která přidává další možnosti. IDEA StatiCa 3D Detail nenabízí posouzení tak, jak jsme zvyklí v normě, která definuje posouzení prostého betonu. Pomocí MKP analýzy nyní můžeme ověřit, že železobeton bude vyhovovat zadanému zatížení a bude zabráněno porušení betonu, které by tomuto zatížení odpovídalo. Aplikace fungují a lze je používat samostatně, ale díky <a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">propojení mezi aplikacemi Connection a 3D Detail</a> je možné 3D Detail používat i jako doplňkový výpočet v případě nevyhovujícího posouzení v aplikaci Connection.&nbsp;</p>\n<p>Nyní si projděme podmínky Eurokódu jednu po druhé a možnosti, které nám aplikace nabízejí.&nbsp;</p>\n<h2>Tahová síla</h2>\n<p>Eurokód rozděluje první typ zatížení (<strong>tahovou sílu</strong>) na 6 způsobů porušení kotvy nebo betonového bloku (a, b, c, d, e, f) a další dva pro vyztužené patky (g, h).&nbsp;</p>\n<p>Na obrázku níže schématicky vidíte, jaký typ porušení můžete pomocí aplikace Connection posoudit a jaké chování lze použitím železobetonu, a tedy analýzou v 3D Detailu, pokrýt. IDEA StatiCa Connection používá pro návrh kotev <strong>(CBFEM) </strong>empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.1)<strong>,</strong> zatímco IDEA StatiCa 3D Detail je zcela založena na metodě konečných prvků <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM).</strong></a> Některé možnosti posouzení se tedy v obou aplikacích překrývají, ale vždy jinou metodou.&nbsp;</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Z povahy metod implementovaných v aplikacích vyplývá, že v aplikaci Connection lze uvažovat pouze prostý beton, zatímco <strong>v 3D Detailu lze uvažovat pouze železobetonové patky</strong>.&nbsp;</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Hlavní předpoklady a omezení analýzy pro IDEA StatiCa 3D Detail jsou uvedeny v článku <a href=\"https://www.ideastatica.com/cz/podpora/znama-omezeni-pro-3d-detail\">Známá omezení pro 3D Detail</a>.</p>\n<h4>a) Porušení&nbsp;oceli kotvy</h4>\n<p>V obou aplikacích se ověřuje samotné porušení oceli u tahem zatížených kotev. Pevnost kotvy v tahu se v aplikaci Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>V aplikaci Detail jsou kotvy kontrolovány podle vybraného Eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1.&nbsp;</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>V 3D Detailu se kotvy posuzují jako běžná výztuž podle pracovních diagramů definovaných pro jednotlivé materiály, přičemž se používá hodnota mezního přetvoření&nbsp;maximálně 5% (vypočteno na základě vlivu tahového ztužení).</p>\n<h4>b) Vytržení betonového kužele&nbsp;</h4>\n<p>Vytržení betonového kužele se v aplikaci Connection ověřuje dle níže uvedeného vzorce, posuzuje se však pouze <strong>prostý beton</strong>.&nbsp;</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Proto v případě, že betonový kužel selže, je vhodné přistoupit k IDEA StatiCa 3D Detail, kde je provedena analýza betonového bloku včetně jeho vyztužení. Pevnost betonu v tahu je konzervativně zanedbávána, což znamená, že únosnost při porušení kužele je do značné míry určena stanoveným množstvím výztuže. Na obrázku níže můžete vidět <strong>směry hlavních tlakových napětí</strong>. V pravé části vidíte hodnoty napětí v betonu, které jsou porovnány s mezními hodnotami.&nbsp;</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>&nbsp;c) Vytažení kotvy</h4>\n<p>Tento posudek je v aplikaci Connection proveden pouze pro určité případy (viz první obrázek v tomto článku). U dodatečně instalovaných mechanických kotev je nutné dodatečné posouzení.&nbsp;</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>V 3D Detailu je možné nastavit tzv. <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lepené kotvy</a> a specifikovat návrhovou pevnost v soudržnosti podle jejich technických parametrů. Jak stanovit napětí v soudržnosti je uvedeno v článku&nbsp;<a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>. Na základě těchto parametrů se pak kotvy ověří. (Platí pouze pro železobeton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Kombinace vytažení a porušení betonu u lepených kotev</h4>\n<p>Toto porušení lze zjistit pouze v aplikaci 3D Detail, kde se pomocí metody 3D CSFM posuzují napětí v betonu a kotevní plochy. Kombinovaný mechanismus vytažení a porušení betonu je v 3D Detailu založen na výše definovaných principech a jeho posouzení je součástí kontroly pevnosti betonu a kotvení. (Platí pouze pro železobeton.)</p>\n<h4>e) Rozštěpení betonu</h4>\n<p>V aplikaci Connection není tento způsob porušení možné posoudit. Porušení rozštěpení roznášecí oblasti betonu je obvykle problémem prostého betonu, kde použití výztužení zabraňuje jeho výskytu, proto posouzením vyztužené patky v 3D Detailu je toto porušení automaticky zohledněno. Zároveň je možné v aplikaci Detail zobrazit napětí a přetvoření jak tažené/tlačené výztuže, tak betonu v tlaku.&nbsp;</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Odprýsknutí betonu</h4>\n<p>U prostého betonu je v aplikaci Connection zaveden empirický posudek podle Eurokódu.&nbsp;</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>U vyztužených prvků je možné použít 3D Detail. Porušení betonu při odprýsknutí povrchu betonu je zahrnuto v pevnostní analýze betonu, kde jsou tahová napětí přenášena pouze výztuží (jak již bylo několikrát zmíněno výše).</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených betonových bloků je vyžadováno posouzení přídavné výztuže. Porušení výztuže a kotvy je součástí posouzení výztuže v 3D Detailu.&nbsp;</p>\n<p><strong>g) Porušení oceli výztuže</strong></p>\n<p><strong>h) Porušení kotvení výztuže</strong></p>\n<h2>Zatížení smykem</h2>\n<p>Eurokód rozděluje druhý typ zatížení (<strong>smykovou sílu</strong>) na 4 možné případy porušení kotvy nebo betonového bloku (a, b, c, d) a další dva pro vyztužené patky (e, f).&nbsp;</p>\n<p>Na obrázku níže je <strong>schématicky</strong> znázorněno, jaký typ porušení můžete posoudit pomocí aplikace Connection a také jaké chování lze použitím železobetonu, a tedy i analýzou v 3D Detailu, pokrýt.&nbsp;IDEA StatiCa Connection používá empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.2) <strong>pro návrh kotev </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM).</strong></a> Všechny typy poruch způsobených smykovou silou jsou pokryty v aplikaci Connection. &nbsp;</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>Opět je třeba zdůraznit, že je vyžadován pouze železobeton.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<h4>a) Porušení oceli kotvy, síla bez ramene</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla nepůsobí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>V Detailu jsou kotvy opět posuzovány dle vybraného eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1. U starších verzí uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>b) Porušení oceli kotvy, síla na rameni</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla působí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>Výše uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>c) Vylomení betonu</h4>\n<p>Vylomení betonu smykem zatížených kotev se ověřuje pouze v Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>Smyková únosnost betonu zatíženého třením na styký s patním plechem se pak posuzuje v aplikaci 3D Detail.&nbsp;</p>\n<h4>d) Porušení okraje betonu</h4>\n<p>Porušení okraje betonu u kotvy zatížené smykem se v aplikaci Connection ověřuje pouze pro prostý beton. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Porušení okraje betonu vyztuženého bloku vlivem působení smykové síly lze v aplikaci 3D Detail posoudit.</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených základů je vyžadováno posouzení přídavné výztuže. Porušení výztuže oceli a kotvení je součástí posouzení výztuže v IDEA StatiCa 3D Detail.&nbsp;</p>\n<p><strong>e) Porušení oceli přídavné výztuže</strong></p>\n<p><strong>f) Porušení kotvení přídavné výztuže</strong></p>\n<h2>Závěr</h2>\n<p>Nejvýznamnější výhodu použití aplikace 3D Detail lze nalézt v případech, kdy pro dané zatížení nevyhovuje prostý beton, je nutné zohlednit přídavnou výztuž nebo při posudcích vzájemně se ovlivňujících skupin kotev, které nejsou normou spotihnuty. Všimněte si, že kotvy a smykové zarážky je třeba i nadále posuzovat v aplikaci Connection, ale společně tyto dva softwarové nástroje poskytují komplexní řešení.</p>\n<p>Vzhledem ke způsobu a způsobu provedení aplikace <strong>je 3D Detail vhodný pouze pro vyztužené základy.</strong>&nbsp;</p>\n<p><br>\n</p>"
                                                                  },
                                                                  "regions": {
                                                                    "name": "Region",
                                                                    "type": "taxonomy",
                                                                    "value": [
                                                                      {
                                                                        "name": "CZ/SK",
                                                                        "codename": "cz_sk"
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                                                                    ],
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                                                                            "value": "<p>V IDEA StatiCa Connection lze modelovat a posoudit kotvení v betonovém bloku. Někdy může být užitečné nebo dokonce nezbytné betonový blok vyztužit. Tato funkce bohužel v aplikaci Connection není k dispozici.&nbsp;</p>\n<p>S rozvojem <strong>3D Detailu (BETA),</strong> zaměřeného na kotvení do betonových bloků a analýzu jak kotvících prvků, tak samotného betonového bloku, však máme řešení. Mimo to je vytvořeno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c234ef5c-995b-428f-86c3-828974d8c89e/import3.png\" data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu, mohou pouhým kliknutím na tlačítko importovat svůj model z aplikace Connection do pokročilého 3D Detailu (BETA).</strong></p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export z aplikace Connection je povolen pouze pro třídu Kotvení. Pokud v modelu není žádný betonový blok, tlačítko Detail na kartě Export je deaktivováno.</li>\n  <li>Model v aplikaci Connection je potřeba spočítat. Pokud nejsou k dispozici výsledky, ikona exportu je deaktivována s popiskem: \"Nejprve musíte spočítat svůj model.\"</li>\n  <li>Po výpočtu modelu kotvení je tlačítko exportu povoleno.&nbsp;</li>\n</ul>\n<h3>Jak exportovat kotvení z aplikace Connection do 3D Detailu?</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a model nechte spočítat.</p>\n<figure data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77ac3bc7-d6eb-48cd-8ab6-9f0bd64e385a/import1.png\" data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" alt=\"\"></figure>\n<p>Pokud jsou výsledky k dispozici, export je povolen. Kliknutím na tlačítko \"Detail\" na kartě Export se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru v 3D Detailu.</p>\n<figure data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75b2b536-c7f4-42d2-a89c-2d873b58ef40/import2.png\" data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\" alt=\"\"></figure>\n<p>Po úspěšném exportu se vytvoří projekt v 3D Detailu. <strong>Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do aplikace 3D Detail.</strong> Plošná podpora umístěná na spodním povrchu betonového bloku se vytvoří automaticky.</p>\n<figure data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb5a88a8-9c8a-43ee-97a5-f7c93e84e934/import5.png\" data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" alt=\"\"></figure>\n<p>Nejsložitější částí tohoto procesu je export zatížení. <strong>Pro každý spočtený účinek zatížení v aplikaci Connection se v 3D Detailu automaticky vytvoří příslušný zatěžovací stav a kombinace MSÚ.</strong></p>\n<figure data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f76c00-d18c-40da-9fe4-ccc31af3c6d6/import4.png\" data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" alt=\"\"></figure>\n<ul>\n  <li>Patní deska je zatížena <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>skupina sil.</strong></li>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatěžovány bodovým zatížením. Kotva přenáší pouze tlak a tah. Smyk se přenáší třením mezi betonovým blokem a patní deskou.&nbsp;</li>\n</ul>\n<p>Při importu modelu z aplikace Connection se zatížení vytvoří automaticky. Zatížení kotev je na scéně znázorněno dvojicí šipek v opačném směru.&nbsp;</p>\n<ul>\n  <li>Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy.&nbsp;</li>\n  <li>Druhá šipka představuje tlakovou sílu působící na patní desku.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Pro zatížení samotné patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky získané z modelu kotvení v aplikaci Connection.</p>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<p>Posledním krokem je přidat výztuž do betonového bloku a následně model vypočítat.&nbsp;</p>\n<p><em>Poznámka: Posouzení v 3D Detailu je v současnosti možné provést pouze podle evropských norem.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7837b25_d48e_01ed_b800_867da1b9516a\"></object>\n<p>Více o 3D Detailu jako řešení kotvení do betonu najdete v <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatném článku s poznámkou k vydání</a>.</p>\n<p>Jestliže vaše licence neobsahuje aplikaci Detail, využijte příležitosti a <a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\" data-new-window=\"true\" title=\"get the free Detail testing module\" target=\"_blank\" rel=\"noopener noreferrer\">získejte zdarma testovací modul Detailu</a> s plnou funkcionalitou.</p>\n<p>Vydáno v IDEA StatiCa verzi 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. 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Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. 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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e7a8da0_455f_0101_591f_bc545f1dceb8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n588522c9_7b99_01cd_1062_0fa36aa858bc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e9a272df_fe61_01a0_fb34_5b1e78353eae\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ecd19d3d_3a3e_01e5_a62e_8d47c5eb4bba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c68a16c2_29f5_0161_0f3e_b64dc9f5b683\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd49d225_437c_01fe_80a0_e244844e3de5\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released&nbsp;Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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                                                                                                    "name": "Region",
                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
                                                                                                      {
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                                                                                                        "codename": "cz_sk"
                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
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                                                                                                        "name": "Steel",
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                                                                                                      },
                                                                                                      {
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member design",
                                                                                                        "codename": "member_design"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Reinforced concrete",
                                                                                                        "codename": "reinforced_concrete"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Prestressed concrete",
                                                                                                        "codename": "prestressed_concrete"
                                                                                                      },
                                                                                                      {
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                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [],
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                                                                                                    "type": "taxonomy",
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                                                                                                        "codename": "connection"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 2D",
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member",
                                                                                                        "codename": "member"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Checkbot",
                                                                                                        "codename": "checkbot"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Viewer",
                                                                                                        "codename": "viewer"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "RCS",
                                                                                                        "codename": "rcs"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "IDEA Open Model (API)",
                                                                                                        "codename": "idea_open_model__api_"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "AISC (USA)",
                                                                                                        "codename": "aisc"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "EN (Eurocode)",
                                                                                                        "codename": "eurocode"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "BIM link",
                                                                                                        "codename": "bim_links"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Beam",
                                                                                                        "codename": "beam"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 3D",
                                                                                                        "codename": "detail_3d"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.0",
                                                                                                        "codename": "n23_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.1",
                                                                                                        "codename": "n23_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.0",
                                                                                                        "codename": "n24_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.1",
                                                                                                        "codename": "v24_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v25.0",
                                                                                                        "codename": "v25_0"
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                                                                                                    "type": "modular_content",
                                                                                                    "value": [
                                                                                                      "landing_page___downloads",
                                                                                                      "plugins"
                                                                                                    ],
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                                                                                                        "elements": {
                                                                                                          "title": {
                                                                                                            "name": "Main headline (H1)",
                                                                                                            "type": "text",
                                                                                                            "value": "Produkty ke stažení"
                                                                                                          },
                                                                                                          "subtitle": {
                                                                                                            "name": "Subtitle",
                                                                                                            "type": "text",
                                                                                                            "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                                                                                                          },
                                                                                                          "breadcrumbs_page_title": {
                                                                                                            "name": "Breadcrumbs page title",
                                                                                                            "type": "text",
                                                                                                            "value": ""
                                                                                                          },
                                                                                                          "breadcrumbs_parent": {
                                                                                                            "name": "Breadcrumbs parent",
                                                                                                            "type": "modular_content",
                                                                                                            "value": [],
                                                                                                            "linkedItems": []
                                                                                                          },
                                                                                                          "content": {
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                                                                                                              "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                                                                                                              "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                                                                                                              "untitled_content_item_ce63361",
                                                                                                              "test___collapsible_widget",
                                                                                                              "untitled_content_item_f3cd022"
                                                                                                            ],
                                                                                                            "linkedItems": [
                                                                                                              {
                                                                                                                "elements": {
                                                                                                                  "title": {
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                                                                                                                    "type": "text",
                                                                                                                    "value": "Aktuální verze"
                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                    "linkedItems": [],
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                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
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                                                                                                                      "untitled_content_item_8de7457"
                                                                                                                    ],
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                                                                                                                  "content_bottom": {
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                                                                                                                    "links": [
                                                                                                                      {
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                                                                                                                        "linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
                                                                                                                        "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                                                                                                        "type": "support_center_article"
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                                                                                                                      {
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                                                                                                                        "urlSlug": "opravene-chyby-v-patchich-idea-statica",
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                                                                                                                      {
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                                                                                                                    "name": "Description after",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
                                                                                                                  },
                                                                                                                  "translation__ai_translated": {
                                                                                                                    "name": "AI translated",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                },
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                                                                                                                  "collection": "default",
                                                                                                                  "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "language": "cs-CZ",
                                                                                                                  "lastModified": "2025-12-15T16:21:03.6402035Z",
                                                                                                                  "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "sitemapLocations": [],
                                                                                                                  "type": "widget_downloads_list",
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                                                                                                              {
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                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
                                                                                                                    "value": [
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                                                                                                                  },
                                                                                                                  "content_top": {
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                                                                                                                    "linkedItemCodenames": [],
                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                                                                                                                  },
                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
                                                                                                                    "type": "modular_content",
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                                                                                                                      "test___download_block",
                                                                                                                      "test___download_block_2",
                                                                                                                      "download___idea_statica_older_version_b__copy__dad1ff5",
                                                                                                                      "download___idea_statica_older_version_b__copy_"
                                                                                                                    ],
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                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "region"
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                                                                                                                    "name": "Translation Connector",
                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "languages"
                                                                                                                  },
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
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                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "translation__ai_translated": {
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                                                                                                                  "language": "cs-CZ",
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                                                                                                                  "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
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                                                                                                          },
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                                                                                                            "linkedItems": [],
                                                                                                            "links": [],
                                                                                                            "name": "Shared content",
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                                                                                                          "design": {
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                                                                                                          "metadata__page_title": {
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                                                                                                            "type": "text",
                                                                                                            "value": "Ke stažení"
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                                                                                                            "name": "Page description",
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                                                                                                        },
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                                                                                                          "language": "cs-CZ",
                                                                                                          "lastModified": "2025-12-15T16:21:03.6402035Z",
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                                                                                                          "sitemapLocations": [],
                                                                                                          "type": "landing_page",
                                                                                                          "workflowStep": "published",
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                                                                                                  },
                                                                                                  "attachments__files": {
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                                                                                                    "type": "asset",
                                                                                                    "value": []
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                                                                                                    "name": "Content priority value",
                                                                                                    "type": "number",
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                                                                                                  },
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                                                                                                    "name": "Options",
                                                                                                    "type": "multiple_choice",
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                                                                                                        "codename": "show_navigation"
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                                                                                                    "type": "custom",
                                                                                                    "value": "[\"opravene-chyby-v-patchich-idea-statica\",\"[autogenerated]\"]"
                                                                                                  },
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                                                                                                        "codename": "default"
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                                                                                                    ]
                                                                                                  },
                                                                                                  "content_settings__robots": {
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                                                                                                  },
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                                                                                                    "name": "Hidden nested content",
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                                                                                                  },
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                                                                                                    "type": "text",
                                                                                                    "value": "Opravené chyby v IDEA StatiCa"
                                                                                                  },
                                                                                                  "metadata__page_description": {
                                                                                                    "name": "Page description",
                                                                                                    "type": "text",
                                                                                                    "value": "Seznam vyřešených dotazů podle hlášení našich zákazníků. Nejedná se o kompletní seznam, ale o přehled hlavních vyřešených problémů. "
                                                                                                  },
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                                                                                                    "name": "Page keywords",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "name": "Canonical URL",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "type": "text",
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                                                                                    "value": "<p>IDEA StatiCa představuje Detail (<strong>3D Beta</strong>) pro řešení 3D úloh, jako je kotvení do betonových bloků. Toto řešení umožňuje provést posouzení bez přílišného zjednodušení a získat posudky na základě mezního stavu únosnosti (MSÚ).&nbsp;Metoda implementovaná v IDEA Statica Detail (<strong>3D Beta</strong>) je založena na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">již osvědčené metodě kompatibilního napěťového pole</a>, která byla upravena tak, aby byla schopna řešit 3D problémy (tříosé napětí). Také základní prvek je upraven do třetího rozměru. Základním prvkem představujícím beton je \"betonový blok\" a lze jej deformovat ve všech třech směrech. Abychom umožnili vytvořit komplexní model patek, implementovali jsme entity, jako je <strong>plošná podpora</strong>,<strong> patní deska, kotvy</strong> a <strong>další</strong>. Všechny tyto entity, stejně jako jejich funkčnost, jsou popsány v následujícím článku.</p>\n<h3>Betonový blok</h3>\n<p>Patky lze modelovat díky typu dílce nazvanému \"<strong>Betonový blok</strong>\", jehož geometrii lze definovat dvěma způsoby:</p>\n<ul>\n  <li><strong>Obdélníkový tvar</strong> – Tato možnost je vhodná pro definování patky s obdélníkovou základnou a konstantní výškou. Definování odsazení pro všechny strany bloku také umožňuje modelovat šikmé patky.</li>\n</ul>\n<figure data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d9cfe95-80ea-408c-8159-18deb52c0b4f/uls1.png\" data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" alt=\"\"></figure>\n<ul>\n  <li><strong>Polygonální základna s definovanou výškou</strong> – Druhou možností, jak definovat tvar patky, je definice základního tvaru jako obecného mnohoúhelníku. Není však možné vytvořit šikmou patku, jak je popsáno v předchozí možnosti.</li>\n</ul>\n<figure data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26742aa8-eec3-4d0e-bbeb-aa0577d162e3/uls2.png\" data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" alt=\"\"></figure>\n<h3>Plošné podpory</h3>\n<p>Plošné podepření je jediný možný typ podpory, který lze pro objemový model definovat. Existují dvě možnosti definice tvaru – může být definován buď pro <strong>celou plochu</strong>, nebo jako obecnou plochu, jejíž obrys je určen <strong>křivkou</strong>.</p>\n<figure data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3776949b-ff36-4da3-a846-d657d21c5e86/uls3.png\" data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" alt=\"\"></figure>\n<p>Výhodou plošného podepření je možnost <strong>definovat tuhost a nastavit nelineární chování</strong>, které simuluje kontakt s podložím. Podpory definované obecným tvarem (křivkou) lze použít k simulaci pilot.</p>\n<h3>Zařízení pro přenos zatížení</h3>\n<p>Speciálně pro kotvení byly vyvinuty dva prvky pro přenos zatížení:</p>\n<ul>\n  <li><strong>Patní deska</strong> – Tvar patní desky může být definován jako obdélník nebo obecná křivka. Patní desku lze modelovat s částí sloupu (volba \"Přenos zatížení – sloup\") nebo bez sloupu (volba \"Přenos zatížení – Síly\"). Je-li zvolena &nbsp;možnost \"Přenos zatížení – Síly\", zadefinované zatížení se aplikuje přímo na patní desku. Když je definován ocelový sloup (svým průřezem a délkou), zatížení se aplikuje na horní část sloupu a jeho tuhost pomáhá správně rozložit napětí na základovou desku.</li>\n</ul>\n<figure data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/35bb189e-a836-430d-9510-b31dae550eaf/uls5.png\" data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" alt=\"\"></figure>\n<figure data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25d2a21f-306c-45fc-9cd3-bf10f8a5e977/uls4.png\" data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" alt=\"\"></figure>\n<ul>\n  <li><strong>Jednoduchá kotva</strong> - Jednoduchá kotva je 1D prvek umožňující přenos osového zatížení. Kotva může být automaticky propojena s patní deskou nebo může být zatížena přímo bodovým zatížením*.</li>\n</ul>\n<figure data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be305cad-d537-4b18-9d4a-0b21ac2dc7dd/uls6.png\" data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" alt=\"\"></figure>\n<p>*<em>V BETA verzi platí několik omezení pro kotvy.&nbsp;</em></p>\n<p><em>Kotva přenáší pouze tlak a tah. Smyk, pokud je importován z přípoje, je přenášen třením mezi betonovým blokem a patní deskou. Na kotvu lze působit pouze osovou silou.&nbsp;</em></p>\n<h3>Zatížení</h3>\n<p>Pro snadné použití bylo nezbytné přidat <strong>skupinu sil </strong>a<strong> plošné zatížení</strong>. Celkem podporujeme tři typy zatížení:</p>\n<figure data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7f332b0-8e2c-491c-b533-15d9bb470c81/uls7.png\" data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" alt=\"\"></figure>\n<ul>\n  <li><strong>Plošná zatížení</strong> – Plošné zatížení lze aplikovat na jakýkoli betonový povrch. Může být aplikován na celou plochu nebo jen na její část na určitou plochu, která je určena jejím obrysem (křivkou).</li>\n  <li><strong>Bodové zatížení</strong></li>\n  <li><strong>Skupina sil </strong>– Skupina sil je entita, která definuje několik bodových zatížení působících jako skupina. Může být aplikován na základovou desku nebo na betonový povrch. Tento typ zatížení lze použít k simulaci sil ve svarech, které přenášejí napětí ze sloupu na patní desku.</li>\n</ul>\n<figure data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/280c19c8-1a3a-434b-92b8-a780f5124d54/uls8.png\" data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" alt=\"\"></figure>\n<h3>Výztuž</h3>\n<p>Byl vyvinut nový typ výztuže, který umožňuje dostatečné vyztužení základové patky. <strong>Skupina vložek </strong>poskytuje několik možností pro definici výztuží:</p>\n<ul>\n  <li><strong>Dvěma body</strong></li>\n  <li><strong>Na hraně povrchu</strong> – vytvoří se vrstva výztuže rovnoběžně s vybranou plochou. Uživatel definuje několik vložek ve vrstvě a počet vrstev rovnoběžných s vybraným povrchem.</li>\n</ul>\n<figure data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8f99525-ef19-4b49-83bc-0699c8c0ac29/uls9.png\" data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na hraně povrchu nebo více hranách</strong> – Na hraně povrchu nebo více hran umožňuje modelování vrstev výztuže se složitým tvarem (rovinná křivka vztažená k libovolnému betonovému povrchu). Vrstva je tedy určena pouze jednou výztuží. Lze však definovat několik rovnoběžných vrstev. Krytí betonu lze definovat nezávisle pro každou hranu. Toto je nejlepší možnost modelování třmínků.</li>\n</ul>\n<figure data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fc0e39dc-7395-4e04-9158-f467a646ce10/uls10.png\" data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na křivce</strong> (polylinii)</li>\n</ul>\n<h3>Výsledky</h3>\n<p>Na kartě výsledků najdete tři základní posouzení v souladu s MSÚ (mezní stav únosnosti).</p>\n<figure data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ca7c99b-d48b-4fb1-ac4b-26b81fb37878/sigmac.png\" data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" alt=\"\"></figure>\n<p>Výsledky napětí a přetvoření v betonu a výztuži jsou uvedeny v části <strong>\"Pevnost</strong>\". Napětí v kotevní oblasti a související hodnoty jsou uvedeny v posudku \"<strong>Kotvení</strong>\". Hodnota nelineární deformace je uvedena v posudku \"<strong>Pomocné</strong>\".</p>\n<figure data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0bdb063-b247-4317-82d0-cbe7d9f58118/deformation.png\" data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" alt=\"\"></figure>\n<p>*<em>Vezměte prosím na vědomí, že beta verze kódu ACI je v současné době nedostupná.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>IDEA StatiCa Detail (<strong>3D Beta</strong>) je řešení, které lze použít pro posouzení a analýzu stěn zatížených z roviny a pro modely skládající se ze stěn různých tlouštěk. Řešení představuje ideální kompromis mezi přesným řešením pomocí nelineárních metod na jednoduše vytvořeném modelu a časem výpočtu.</p>\n<h3>Návrh</h3>\n<p>3D Detail vychází z ověřeného a otestovaného 2D Detailu. Jedná se stále o stejné uživatelské prostředí, kde je většina entit zachována tak, aby byla práce s aplikací co nejjednodušší.</p>\n<figure data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03e1f7c8-acb1-4c7a-a58e-32f9cc1fc85c/wall3dbeta.png\" data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" alt=\"\"></figure>\n<p>Uživatel může i nadále modelovat více prvků stěny pomocí šablony nebo importovat geometrii ze souboru .dxf. Kromě toho může ve 3D prostředí nastavit excentricitu stěny \"e<sub>y</sub>\" a také modelovat stěny různých tlouštěk.</p>\n<figure data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f27c8b62-8bfb-4575-8c4b-3a4055b5c481/wall%203D_1.png\" data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" alt=\"\"></figure>\n<p>Výztuž je definována v rovině, podobně jako ve 2D Detailu. Došlo však k vylepšení v definování polohy rozložení výztuže nad tloušťkou stěny.</p>\n<p><strong>Výztuž není možné definovat kolmo k rovině stěny (třmínky).</strong></p>\n<h3>Metoda</h3>\n<p>Přístup použitý v IDEA Statica Detail (3D Beta) je založen na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">osvědčené metodě kompatibilního napěťového pole (CSFM),</a> která je přizpůsobena speciálně pro řešení 3D úloh.</p>\n<p>Pro zkrácení doby výpočtu se na konstrukci stěny aplikuje speciální síť konečných prvků. Ortotropní betonový materiál stěny má rovněž definovanou pevnost v tahu (smyku) ve směru kolmém k rovině stěny. Tato vlastnost umožňuje výpočet modelu stěny bez smykové výztuže.</p>\n<figure data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31c17617-11ed-436f-b934-a650ba6619c3/wall%203d.png\" data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" alt=\"\"></figure>\n<p><strong>To platí pouze pro výpočet stěn.</strong> U <strong>řešení základových patek</strong> není možné přenášet tahové napětí do betonu a veškeré tahové napětí je tedy zachyceno výztuží (i v příčném směru). Pokud vás zajímá 3D detail pro řešení základové patky, pokračujte na <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatný článek s poznámkami k vydání</a>.</p>\n<h3>Výsledky</h3>\n<p>V sekci Výsledky uvidíte tři základní posudky, které jsou v souladu s <strong>kritérii MSÚ (mezní stav únosnosti).</strong></p>\n<figure data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e8d814fd-63b8-49a6-a916-8ce3fe0e644d/wall%20results1.png\" data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" alt=\"\"></figure>\n<p>Napětí a přetvoření související s betonem a výztuží jsou definovány v sekci <strong>\"Pevnost</strong>\". Napětí v soudržnosti a související veličiny jsou podrobně popsány v sekci \"<strong>Kotvení</strong>\". Kromě toho je nelineární deformace poskytnuta v rámci \"<strong>Pomocných</strong>\" výsledků posouzení.</p>\n<figure data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7a68442-dee4-4b88-b535-1eb99608d873/wall%20results2.png\" data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" alt=\"\"></figure>\n<p>K této beta verzi vám poskytujeme předběžný přístup, abyste si ji mohli sami vyzkoušet, zatímco budeme pokračovat v jejím testování v rámci našeho přísného ověřovacího procesu. Přístup k ní mají stávající uživatelé s nejnovější verzí a platným servisem. Pokud splňujete předpoklady, můžete požádat o bezplatný přístup kliknutím na ikonu Beta Detail na pásu karet aplikace Connection, která vás přesměruje na&nbsp;<a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\">tuto vtupní stránku</a>, kde vyplníte formulář, požádáte o připojení k programu Beta a získáte tak bezplatný přístup k 3D Detailu.</p>\n<p><em>Vezměte prosím na vědomí, že beta verze normy ACI je v současné době nedostupná.</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                                    "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                                                                                            "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                                                                                            "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                                                    "value": "<p>Podrobný popis všech voleb a jejich zadání naleznete v následujícím článku:&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Známá omezení&nbsp;</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj a nemůže nahradit inženýrský úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si následující omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do Detailu lze z Connection importovat pouze modely <strong>kotvené přes patní desku přímo uloženou na betonovém povrchu.</strong>&nbsp;</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detail</a></p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                              "[Circular Reference]"
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                                                            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - pokročilá analýza (pouze Eurokód)</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Měřicí nástroj v Connectionu</a></li>\n  <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek projektu a správa materiálů</a></li>\n  <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Vícenásobný výběr a vícenásobné úpravy v Connection</a></li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Rychlá odezva aplikace Connection</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/sprava-polozek-projektu-a-sprava-materialu#analyza-bouleni-pro-kazdou-polozku-projektu\">Výpočty vzpěru v backstage menu</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#Teoreticke-zaklady-v-protokolu-aktualizovany\">Teoretické základy v protokolu v italštině</a> a portugalštině</li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/jak-importovat-plech-z-dxf#Smooth-import-of-plate-shape-from-dxf\">Hladký import plechu z DXF</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\">Vylepšené šablony parametrického návrhu</a></li>\n  <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionální vylepšení</a></li>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Nástroje pro vícenásobnou správu v Checkbotu</a></li>\n  <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametry jsou užitečné pro každého</a></li>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS v nástroji Checkbot</a></li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot připraven pro velké projekty</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\">Export IFC soubouru z Checkbotu</a></li>\n  <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Pokročilé importy spojovacích prostředků z CAD nástrojů</a></li>\n  <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Podporované BIM propojení ve verzi 24.1</a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Nastavení projektu</a></li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Sdílené předvolby napříč aplikacemi</a></li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Jednotné přihlášení (Single sign-on)</a></li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Uživatelské rozhraní nástroje IDEA StatiCa Viewer</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\">Zprávy o využití licencí v uživatelském portálu</a></li>\n</ul>\n<h2>Kompletní seznam novinek k nové verzi</h2>\n<p>Níže si můžete stáhnout <strong>kompletní seznam novinek k verzi </strong>IDEA StatiCa 24.1 ve formátu PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ad5e308_2839_016c_3e2e_7e6aa7a0722d\"></object>"
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                                                                    "value": "<h2>Hlavní vylepšení verze 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n87117aca_4bef_016e_b153_ea18c9699a33\"></object>\n<h2>Posouzení betonových konstrukcí</h2>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail vychází v plné verzi</strong></a> a je připraven pro posouzení <strong>kotvení </strong>s ohledem na <strong>reálnou výztuž</strong> - řešte efektivně kotvení blízko okraje betonu a při velkých tahových silách v kotvách</li>\n  <li>Nová<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>analýza klopení</strong></a> v <strong>aplikaci Beam</strong> a <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>kombinace MSP v Detailu</strong></a> <strong>pro návrh prefabrikovaných dílců</strong>.</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Nové šablony pro 2D Detail</strong></a> &nbsp;- začněte modelovat během několika sekund.</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\"><strong>Parametrické šablony</strong></a> pro standardní nebo opakující se ocelové přípoje. Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                                                                            "value": "<p>Chcete vidět, jak nové <strong>parametrické šablony</strong> zcela nahradí výpočty v excelu? Nebo se chcete podívat jak funguje dlouho očekáváný <strong>nástroj pro měření </strong>v aplikaci Connection? To samozřejmě není všechno, mezi další novinky patří <strong>hromadný výběr</strong> operací, <strong>zrychlení</strong> a doplnění norem.&nbsp;</p>\n<figure data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6639882a-d68e-4ce6-b89e-230feb35f25d/measuring%20tool%200.png\" data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" alt=\"\"></figure>\n<p><strong>3D Detail</strong> je ověřený a připravený pro <strong>návrh kotvení</strong> ve 3D s přihlédnutím ke skutečné výztuži a my vám ukážeme, jak na to! Do aplikace <strong>Detail </strong>byly doplněny šablony pro nejačastější typy konstrukcí, abychom vám ušetřili čas. Ukážeme také, jak nově e efektivně posuzujeme <strong>klopení</strong> v aplikaci Beam. &nbsp;</p>\n<p><strong>Hromadný export IFC do libovolného CAD softwaru</strong> vylepšuje komunikaci s kolegy konstruktéry. Pokud používáte <strong>Hilti PROFIS Engineering</strong>, můžete začít efektivně používat Checkbot s jeho novým HILTI pluginem.&nbsp;</p>\n<p>Náš BIM tým samozřejmě taky nezahálel! <strong>Hromadný návrh a hromadné výpočty</strong> více přípojů zrychlí vaši práci. Díky novému <strong>seskupování podle geometrie a typologie</strong>, se návrh přípojů výrazně zrychluje.&nbsp;</p>\n<p>Všichni rádi sdílejí - Teams, WhatsApp nebo e-mail? Aplikace Viewer je posílena o <strong>sdílení modelů </strong>a <strong>správu odkazů</strong>. Pokud jste ještě neslyšeli o Connection Library, stiskněte <strong>ve Vieweru tlačítko CL</strong> a je to!&nbsp;</p>\n<p>A na závěr třešnička. Pro všechny aplikace jsme sjednotili <strong>nastavení projektu</strong>, abychom ušetřili váš čas.&nbsp;</p>\n<h3>Záznam webináře</h3>"
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                                                            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. Pro hlubší pochopení metody si přečtěte obsáhlé <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické pozadí</a>, které obsahuje hlavní předpoklady, popis materiálového modelu a další.</p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h2>1 Nový projekt</h2>\n<p>Spusťte aplikaci <strong>IDEA StatiCa Connection</strong>. Vše začíná na kartě <strong>Ocel.</strong></p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Výchozí nastavení</strong> topologie kotvení ponechte dle šablony a vytvořte projekt.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Návrh</h2>\n<p>Po vytvoření přípoje z parametrické šablony musíme šablonu rozložit na jednotlivé operace, abychom mohli patku přesunout k okraji betonového bloku.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p><strong>Upravte </strong>operaci <strong>Patní deska</strong>, abyste dosáhli finálního tvaru excentricky zatíženého betonového bloku. <strong>Přenos smykové síly</strong> je nastaven na<strong> Tření</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<ul>\n  <li>Od vydání verze 24.1 je <strong>IDEA StatiCa Detail</strong> v plné verzi pro návrh kotvení ve 3D a s touto novou verzí lze smyk přenášet přes kotvy, smykové zarážky a třením.</li>\n</ul>\n<p><strong>Zadejte vnitřní síly</strong> pro dvouose zatížené kotvení. Ohybové momenty způsobují &nbsp;tlakové napětí ve spáře mezi patní deskou a betonem směrem ke středu základu. Kotvy u okraje betonu jsou tažené. Ve výchozím nastavení se předpokládá <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">potrhaný beton</a>.&nbsp;</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Posudek</h2>\n<p><strong>Přesuňte se</strong> na kartu<strong> Posudek</strong>. Posouzení podle normy prokázalo nevyhovující návrh kotev.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Podívejte se na možné způsoby porušení v tahu, smyku a vzájemné interakci dle <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">normy EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Projděte si posudek kotvení</strong>. <strong>Tím získáte informace o posudcích podle normy, které je třeba provést ručně nebo pomocí jiných metod</strong>, protože v IDEA StatiCa Connection nejsou zahrnuty. Abyste doplnili chybějící posudky, můžete využít například právě aplikaci IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Příčinou selhání <strong>Posudku Kotev </strong>je <strong>vytržení </strong>betonového kužele z prostého betonu. <strong>Toto nevyhovující posouzení lze snadno vyřešit v aplikaci IDEA StatiCa Detail, posouzením s uvažováním betonářské výztuže betonového bloku</strong>.&nbsp;</p>\n<h2>4 Export</h2>\n<p>Aplikace IDEA StatiCa Connection nyní obsahuje výkonné propojení<strong> BIM do Detailu</strong>, které umožňuje návrh a posouzení železobetonových bloků v různých tvarů.</p>\n<p>Předpoklady pro úspěšný export:</p>\n<ul>\n  <li>Model musí být<strong> předem spočítán</strong> a musí <strong>obsahovat výsledky</strong>.</li>\n</ul>\n<p>Vraťte se na kartu <strong>Posudek(1)-&gt;Posouzení železobetonu(2)-&gt;Uložit(3).</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Export je možný pouze pro třídu Kotvení. Export umožňuje přenos:</p>\n<ul>\n  <li><strong>Betonového bloku</strong></li>\n  <li><strong>Kotev</strong></li>\n  <li><strong>Patní desky</strong></li>\n  <li><strong>Zatížení</strong></li>\n</ul>\n<p>Další informace a parametry, které se nastavují podle odpovídajících nastavení v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (prostřednictvím kotev, smykových zarážek nebo třením)&nbsp;</li>\n  <li>Materiály</li>\n  <li>Typ kotev: lepené/na místě zabetonované</li>\n  <li>Koncová úprava kotev: přímá/hák/podložka</li>\n  <li>Koeficient tření</li>\n</ul>\n<h2>5 Návrh</h2>\n<p>V této části můžete upravovat prvky, podpory, zatížení a kombinace a sestavy výztuže.</p>\n<h3>Podpory</h3>\n<p>Podloží má určitou tuhost, kterou je třeba zohlednit pro přesnost výpočtu. <strong>Plošná podpora</strong> umožňuje zohlednit tuhost ve všech třech směrech a ve výchozím, importovaném nastavení <strong>působí pouze v tlaku</strong>.</p>\n<p>Při definování okrajových podmínek buďte opatrní. Pokud jsou ohybové momenty tak vysoké, že dochází k překlopení betonového bloku, nelineární podpora nepřenese během analýzy tahové síly v základové spáře. Dojde k velkým posunům (rotaci bloku) a analýza se zastaví z důvodu divergence. Tahy v základové spáře je pak nutné zachytit betonářskou výztuží pokračující do podpory a podporu nastavit jako působící na tah i tlak. V našem případě k překlopení patky od daného zatížení nedochází a není třeba provádět další úpravy modelu.</p>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Zařízení pro přenos</h3>\n<p>Kotvy jsou převzaty z &nbsp;IDEA StatiCa Connection se všemi zadanými vlastnostmi.&nbsp;</p>\n<p>V aplikaci Detail lze vybrat dva typy kotev.&nbsp;</p>\n<p>Kotvy <strong>na místě zabetonované</strong>:</p>\n<ul>\n  <li>Předem zabetonované kotvy se stejnými vlastnostmi soudržnosti jako betonářská výztuž stanovené dle EC.</li>\n</ul>\n<p>Dodatečně instalované &nbsp;- <strong>chemické kotvy</strong>:</p>\n<ul>\n  <li>Dodatečně instalované (chemické kotvy) s možností <strong>zadání návrhové hodnoty mezní pevnosti v soudržnosti </strong>výztuže a betonu (pevnost vazby).</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Dbejte na správné nastavení <strong>Vzájemného propojení s kotevní deskou</strong>. V případě importu kotvení z aplikace Connection bude Přenos osových sil vypnutý. Důvodem je to, že kotvy jsou přímo zatíženy osovými silami stanovenými výpočtem v aplikaci Connection a tím je zachována integrita mezi oběma aplikacemi. Přenos smyku bude po importu zapnutý. V našem případě ale máme přenos smykových sil nastaven u patní desky na tření. Což je nadřazené a smyk kotvami přenesen nebude. Více si o tom můžete přečíst <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">zde</a>.</p>\n<p>Pokud byste v aplikaci Detail navrhli<a data-item-id=\"9fa87fa6-bc1c-4bc5-85a5-26d7275921db\" href=\"\"> kotvení od začátku</a>, obě možnosti by byly ZAPNUTO. V případě přenosu smyku pouze kotvami (ne třením nebo smykovou zarážkou) je potřeba rozhodnout, které kotvy budou smyk přenášet a dle toho nastavit propojení s kotevní deskou. Tato možnost je v souladu s EC, který předepisuje, že smyk by měl být přisouzen pouze kotvám, které jsou účinné pro posouzení porušení okraje betonu.</p>\n<h3>Vyztužení</h3>\n<p>Nastavte krytí, které bude použito jako výchozí při zadávání výztuže, na 40 mm.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Zvolte <strong>Sestava výztuže(1)--&gt;Skupina vložek 3D(2) </strong>a zadajte <strong>Průměr</strong>, <strong>Vlastnosti</strong> a <strong>Geometrie(3</strong>).</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch.</strong> Všechny ostatní možnosti zůstanou zachovány.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch </strong>a další vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Zatížení a kombinace</h3>\n<p>Zatížení je importováno z aplikace IDEA StatiCa Connection tak, aby byla zachována integrita mezi oběma aplikacemi. Všechny důsledky importu jsou podrobně uvedeny v článku&nbsp;<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do Detailu</a>.&nbsp;</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Kontrola</h2>\n<p><strong>Před spuštěním výpočtu</strong> doporučujeme <strong>změnit násobek výchozí velikosti sítě</strong> na 2 nebo 3, aby se urychlil výpočet. Tento krok není povinný, ale může zkrátit výpočetní čas a pomoci odhalit případné problémy s divergencí. <strong>Pokud vše funguje hladce a nevyskytnou se žádné problémy, můžete přepnout zpět na součinitel sítě jedna</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h3>Výsledky</h3>\n<h4>Ekvivalentní hlavní napětí</h4>\n<p><strong>Ekvivalentní hlavní napětí (EPS)</strong> v betonu se určuje na základě objemového chování betonového bloku. Jsou identifikovány a zvýrazněny oblasti, které jsou vystaveny největšímu namáhání. Aby bylo možné získat představu o trojosé napjatosti na rozdíl od jednoosého tlaku, vypočítá se ekvivalentní napětí pomocí součinitele kappa. Další informace o ekvivalentním hlavním napětí jsou k nalezení v tomto článku <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#ultimate-limit-state-checks\">teoretických základů.</a></p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h4>Napětí ve výztuži</h4>\n<p><strong>Při kontrole výztuže</strong> je vidět, že kotva v blízkosti rohu je nejvíce využita.&nbsp;</p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>Při vykreslení Využití výztuže je názorně vidět, která výztuž armokoše se podílí na přenosu zatížení kotvení a brání vytržení betonového kožele.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h4>Kotvení</h4>\n<p>Zkontrolujte výsledky <strong>Kotvení</strong> pomoci <strong>Celkové síly ve vložkách Ftot</strong>. Síly v kotvách se mohou mírně lišit v důsledku rozdílného přístupu k výpočtu betonového bloku. Rozdíly však dosahují zanedbatelných hodnot.&nbsp;</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h4>Deformace</h4>\n<p>Přesuňte se na <strong>Pomocné</strong> a zapněte <strong>Deformace</strong>.</p>\n<p>Pro MSÚ není nutné provádět kontrolu deformace, ale doporučuje se zkontrolovat deformaci po analýze, abyste se ujistili, že nedochází k velké deformaci modelu, velké rotaci nebo poškození konečných prvků. Deformace poskytne přehled o výsledcích analýzy a pomůže identifikovat případné problémy, které mohly vzniknout během analýzy.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Protokol</h2>\n<p>Nakonec přejděte k <strong>náhledu/tisku protokolu</strong>. Aplikace IDEA StatiCa nabízí plně přizpůsobitelný report, který lze vytisknout nebo uložit v editovatelném formátu.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Posoudili jste celý návrh kotvení pomocí norem EN 1993-1-8 a EN 1992-4. 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                            "value": "<h3>Modelování</h3>\n<p>Do nového 3D prostředí v IDEA StatiCa Detail bylo přidáno mnoho zcela nových nástrojů a položek modelu. V následující části si společně projdeme všechny možnosti dostupné ve verzi 24.1.</p>\n<h3>Položky modelu</h3>\n<p>Kategorie <strong>Položka modelu</strong> v aplikaci Detail obsahuje následující položky:</p>\n<ul>\n  <li>Prvky</li>\n  <li>Podpory</li>\n  <li>Zařízení pro přenos</li>\n</ul>\n<p>Ve verzi 24.1 může být zadán pouze <strong>jeden 3D prvek</strong>, který může být definován jako kvádr nebo obecný hranol. Kvádr je definován třemi rozměry. Obecný hranol je pak možné nadefinovat pomocí zadání obecného tvaru podstavy Polygonem, a to tabulkově pomocí souřadnic. Zadáním výšky bloku se pak vytvoří požadovaný prostorový tvar. Pro definování obecného tvaru mnohoúhelníku lze v tabulce vyplnit jednotlivé souřadnice, nebo použít kopírování a vložení z tabulkového procesoru (například Microsoft Excel).</p>\n<figure data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b0a47fc-ff72-42bc-a92e-0e71786a0412/3D%20Detail%20in%2024.1_5.png\" data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" alt=\"\"></figure>\n<p>K podepření modelu se používá <strong>povrchová podpora</strong>. Tento typ podpory lze zadat dvěma způsoby - dvěma typy geometrie:</p>\n<ul>\n  <li>Celý povrch</li>\n  <li>Křivka</li>\n</ul>\n<p>V obou případech je třeba vybrat referenční povrch a samozřejmě definovat stupně volnosti. Podpora může být definována jako pružná a typ pouze v tlaku lze použít pro směr kolmý na určenou plochu. Na následujícím obrázku vidíme podporu na celé ploše číslo 4 a vypnutou možnost \"Pružná podpora přenášející pouze tlak\".</p>\n<figure data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fe6a0e9-574a-4ec2-a1cd-4cb423d9817b/3D%20Detail%20in%2024.1_6.png\" data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" alt=\"\"></figure>\n<p>Pro druhou možnost zadání pomocí křivky je k dispozici stejná tabulka jako při zadání polygonů u Prvků. Opět můžete použít funkci kopírování a vkládání nebo zadat souřadnice ručně. Zadaný tvar lze posouvat podél referenčního povrchu pomocí souřadnic X a Y nebo otáčet zadáním úhlu.</p>\n<figure data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08b22614-9fec-47d6-9478-af3d4e4b3097/3D%20Detail%20in%2024.1_7.png\" data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" alt=\"\"></figure>\n<p>Všimněte si, že je možné zadat křivku tak, aby počátek souřadnic byl v těžišti požadovaného tvaru. Souřadnice X a Y pro zadání polohy podpory se pak budou vztahovat k tomuto těžišti.</p>"
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                            "value": "<h4>Zatížení</h4>\n<p>Zatěžovací stavy lze definovat stejným způsobem jako u 2D železobetonových prvků. To znamená, že každému zatěžovacímu stavu lze přiřadit buď typ zatížení Stálé nebo Proměnné. Stálé zatěžovací stavy se aplikují na model jako první, po úspěšném výpočtu se aplikují Proměnné zatěžovací stavy.</p>\n<p><strong>Typy zatěžovacích impulsů</strong></p>\n<p>Do každého zatěžovacího stavu lze přidat celkem 4 typy zatěžovacích impulsů.</p>\n<figure data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a74896fa-8195-4964-af34-54c00dc063e1/3D%20Detail%20in%2024.1_12.png\" data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" alt=\"\"></figure>\n<p>Definice <strong>Plošných zatížení</strong> je identická s definicí Plošné podpory. To znamená, že je možné ji specifikovat dvěma způsoby - Celý povrch a Křivka. Zadává se intenzita zatížení ve třech obecných směrech.</p>\n<figure data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c74d25ca-9769-43ab-ada4-689cc6d37c8d/3D%20Detail%20in%2024.1_13.png\" data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" alt=\"\"></figure>\n<p><strong>Skupina sil</strong> je zatěžovací entita, která umožňuje specifikovat síly ve třech směrech kdekoli na modelu pomocí tabulky. Může být vztažena k patní desce nebo k povrchu betonového bloku. Pro tabulkový vstup je možné použít funkci kopírování/vkládání z tabulkového programu.</p>\n<figure data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ce5368-7855-4780-9b4e-81644c7f0efd/3D%20Detail%20in%2024.1_15.png\" data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" alt=\"\"></figure>\n<p><strong>Vlastní tíha</strong> by měla být zahrnuta v každém modelu. Například betonové základy zatížené ohybovým momentem se nebudou tak snadno převracet.</p>\n<p><strong>Bodová zatížení</strong> lze zadat přímo na patní desku se šesti vnitřními silami Fx, Fy, Fz, Mx, My a Mz v obecné poloze.&nbsp;</p>\n<figure data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51aa0fb3-02d6-43a9-af83-0bead2bfc5bd/3D%20Detail%20in%2024.1_14.png\" data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6de9dc19_866a_018d_71ee_d4cd1b08adca\"></object>\n<p>Aplikace této sady sil přímo na deformovatelnou patní desku o reálné tloušťce může vést k nerealistické redistribuci napětí napříč deskou, kotvami a betonem. Při zadávání bodových sil je proto vhodnější použít druhou možnost - sloup.</p>\n<p><strong>Sloup</strong></p>\n<p>Sloup představuje krátkou část ocelového prvku připojenou k patní desce. Je modelován ze<strong> skořepinových prvků </strong>při použití standardní databáze průřezů.</p>\n<figure data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c713daf-8284-43c3-9f27-7fa9bf3cf6aa/stub%20section.png\" data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" alt=\"\"></figure>\n<p><strong>6-složková sada vnitřních sil</strong> (síly a momenty) je aplikována v <strong>jediném bodě</strong> na konci sloupu - tj. ve styčníku.</p>\n<figure data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dac00a1-cae1-4b8a-ba9f-f69efe1685f4/stub%201.png\" data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\" alt=\"\"></figure>\n<p>Vazby <strong>přenášejí síly</strong> na <strong>horní plochu sloupu</strong>, odkud jsou přirozeně <strong>redistribuovány přes sloup</strong> do patní desky, kotev a betonu.</p>\n<figure data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b21d544-b060-4bb4-9a1f-cb7b33bc4b4b/stub%20forces.png\" data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" alt=\"\"></figure>\n<p>Tento přístup zachovává skutečnou tuhost mezi sloupem a deskou a eliminuje potřebu jakékoli ruční redistribuce nebo dodatečných předpokladů.</p>\n<p><em>Sloup je dostupný od verze 25.1.</em></p>\n<h4>Kombinace</h4>\n<p>Protože analýza v IDEA StatiCa Detail je nelineární, používají se takzvané nelineární kombinace. To znamená, že jednotlivé zatěžovací stavy se nepočítají a výsledky se pak nesčítají. Naopak, zatěžovací stavy stejného typu zatížení se sčítají před výpočtem, samozřejmě s příslušnými součiniteli definovanými v kombinacích, a teprve pak se analyzují účinky jednotlivých kombinací. Proto je existence alespoň jedné kombinace předpokladem pro spuštění výpočtu.</p>\n<p>Zatím lze definovat pouze kombinace pro ULS.</p>\n<figure data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d078ad21-98af-4d98-880f-39cae23b551e/3D%20Detail%20in%2024.1_16.png\" data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" alt=\"\"></figure>"
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                            "value": "<h3>Výsledky</h3>\n<p>Zobrazení výsledků je velmi podobné jako u 2D Detailu. Existují však některé zásadní rozdíly, zejména pokud jde o výsledky v betonu. V následující části si projdeme všechny dostupné výsledky a zaměříme se na zmíněné rozdíly. Na záložce Posouzení můžete zobrazit celkem 4 typy výsledků:</p>\n<ul>\n  <li>Souhrn</li>\n  <li>Pevnost</li>\n  <li>Kotvení</li>\n  <li>Pomocný</li>\n</ul>\n<p>Tok napětí v <strong>Souhrnu</strong> vám ukáže vektory hlavních napětí v tlaku v betonu a využití výztuže, aby vám poskytl základní přehled.</p>\n<figure data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/de183739-e602-4d2d-9a44-250b17fae9d1/3D%20Detail%20in%2024.1_25.png\" data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\" alt=\"\"></figure>\n<p>V posouzení <strong>Pevnosti </strong>lze zobrazit intenzity napětí a přetvoření pro výztuž a beton. Na horním pásu karet můžete určit, co se zobrazí. Je také možné zobrazit poměry <em>σ</em><em><sub>c,eq</sub></em><em>/σ</em><em><sub>lim</sub></em> a <em>ε/ε</em><em><sub>lim</sub></em><sub> </sub>, stejně jako plastické přetvoření, úroveň tříosé napjatosti <em>σ</em><em><sub>c3</sub></em><em>/σ</em><em><sub>lim</sub></em> a směr hlavních napětí v betonu. Všechny výsledky v části Pevnost se vztahují k meznímu stavu únosnosti.</p>\n<figure data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7d0e2c6-d03c-4716-88fc-74df1141a075/3D%20Detail%20in%2024.1_26.png\" data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" alt=\"\"></figure>\n<p>Materiály lze přepínat ve vlastnostech.&nbsp;</p>\n<figure data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/414b4dc0-2f7d-4cc7-97ec-81ad3beabf6b/3D%20Detail%20in%2024.1_27.png\" data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" alt=\"\"></figure>\n<p>Můžete si všimnout, že těsně pod tlačenou patní deskou je beton namáhán trojosým tlakem (hydrostatický tlak) a ekvivalentní hlavní napětí <em>σ</em><em><sub>c,eq</sub></em> je zde nulové. Přečtěte si prosím <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické základy</a>, kde je definováno napětí <em>σ</em><em><sub>c,eq</sub></em>. Nebo si můžete projít tento ověřovací článek, kde je tento jev vysvětlen a ověřen pomocí známého tri-axiálního testu.</p>\n<ul>\n  <li><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tříosé napětí – aktivní efekt omezení</strong></a></li>\n</ul>\n<p>Posudek <strong>Kotvení </strong>poskytuje informace o napětí ve spoji a celkové síle působící na výztuž a kotvy.</p>\n<figure data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d55d6e1a-a2fd-4d0b-952b-45f2d843dd87/3D%20Detail%20in%2024.1_31.png\" data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" alt=\"\"></figure>\n<p>V neposlední řadě si můžete v aplikaci prohlédnout <strong>Pomocné </strong>výsledky - hodnoty deformace, stupně vyztužení a tenzorové hodnoty betonu. První položka <strong>Deformace</strong> zobrazuje převýšené deformace nelineárního modelu MSÚ.</p>\n<figure data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dfe1125a-b913-44a9-a3c8-b9f9cf07771f/3D%20Detail%20in%2024.1_32.png\" data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" alt=\"\"></figure>\n<p><strong>Stupeň vyztužení</strong> zobrazuje hodnoty použité pro výpočet efektu Tahového ztužení (tension stiffening).</p>\n<figure data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d4c684-9763-4ef8-be1f-4640190d2f42/3D%20Detail%20in%2024.1_33.png\" data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" alt=\"\"></figure>\n<p>Tenzorové hodnoty v betonu umožňují zobrazit intenzity hlavních napětí v betonu a jejich směr.&nbsp;</p>\n<figure data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36dd29bb-58c1-4757-a5de-af9855d4b89d/3D%20Detail%20in%2024.1_34.png\" data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" alt=\"\"></figure>\n<p>Lze také použít rovinné řezy betonovým blokem pro zobrazení výsledků.</p>\n<figure data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6e196536-83ed-4dc9-a1f8-1d8c4e1d2bb4/3D%20Detail%20in%2024.1_35.png\" data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" alt=\"\"></figure>"
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                                    "value": "<p>Dalo by se říct: \"Prostě navrhněte to, co nám norma výslovně dovoluje.\" Ale takhle to prostě nefunguje, často musíme navrhovat kotvení ve stísněných podmínkách nebo atypy vyplývající z architektonických a jiných požadavků. A tak <strong>kotvení</strong>, která jsou \"na hraně\" (obrazně) vidíme všude kolem nás. Některá kotvení jsou přesně vypočítána a ověřena pokročilejšími metodami (i když to může trvat příliš dlouho). Mnoho případů však pravděpodobně nebylo posouzeno tak důkladně, jak by si zasloužilo. </p>\n<p>IDEA StatiCa již nějakou dobu mění a posouvá vpřed návrh ocelových přípojů, ocelových a betonových prvků a betonových detailů. Nejde jen o zjednodušení zavedených postupů, ale především o inovativní metody, které nám umožňují navrhovat dříve nemyslitelné. Náš nejnovější počin<a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">, vydání<strong> </strong>IDEA StatiCa Detail pro 3D</a>, opět rozšiřuje možnosti navrhování o kousek dál.</p>\n<p>Možná navrhujete kotvení často a chcete návrh zrychlit nebo se spoléháte na zkušenost, ale rádi byste si váš návrh ověřili. V obou případech je tenhle článek určený pro vás.</p>\n<h2>Nové možnosti</h2>\n<p>Pokud se zabýváte kotvením konstrukcí, pravděpodobně vás napadne několik případů, které vám daly zabrat. Zde je několik příkladů, které jsme nedávno identifikovali jako velmi obtížně dosažitelné pomocí standardních postupů. S pomocí našich nástrojů <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> a IDEA StatiCa Detail je však možné je navrhovat v relativně rozumném čase.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Obrázek 1: Vícenásobné kotvení do jednoho betonového bloku</em></p>\n<ul>\n  <li><strong>Kotvení blízko okraje</strong> – Kotvení blízko okraje je téměř nemožné navrhnout bez vyztužení z důvodu selhání betonu (vytržení nebo vylomení kužele a další). Posouzení kotvení do železobetonu je samo o sobě pracné – více podrobností naleznete v tomto článku: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>S návrhem kotvení se již nemusíte trápit</em></a>. Detail (a jeho 3D model) je určen právě pro takové případy, kdy je třeba zohlednit výztuž. Přidáním výztuže můžeme zabránit mechanismům porušení, které by se jinak u prostého betonu vyskytly.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Obrázek 2: Příklady kotvení v blízkosti hrany v aplikaci Connection (včetně ocelových prvků) a Detail (včetně výztuže)</em></p>\n<ul>\n  <li><strong>Více kotevních prvků blízko sebe</strong> – Problém, který máme s několika kotevními prvky blízko u sebe, spočívá v tom, že výtrhové kužely se vzájemně ovlivňují. Žádný návod, jak toto posuzovat neexistuje. V běžně používané literatuře, ať už EN nebo fib guide, najdeme víceméně jen určité podmínky a omezení. Jednoduše nám radí používat dostatečnou vzájemnou vzdálenost, která nám umožňují individuálně posoudit kužely. Ale jakmile se do těchto podmínek nevejdeme, je postup nepoužitelný. Tento případ je také možné řešit aplikací <strong>Detail</strong>.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Obrázek 3: Vícenásobné kotvení do jedné stěny</em></p>\n<ul>\n  <li><strong>Vícenásobné kotvení obecně (například podpora technologického mostu na společném základu)</strong> – Typická situace způsobená zatížením větrem, kdy je jeden sloup příhradové podpěry zatížen tahem a druhý tlakem. Dochází ke vzájemné interakci mezi betonovým kuželem ze skupiny tahových kotev a tlakovým zatížením z druhého sloupu. Pro takový případ Eurokód nenabízí uspokojivé analytické řešení, a to nejen proto, že je ze své podstaty nutné vyztužit betonové základy, takže je nutné použít pokročilejší analýzu, jako je Detail a jeho 3D CSFM.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Obrázek 4: Kotvení potrubního mostu, návrh </em><a href=\"http://www.fevia.cz/\">společnosti FEVIA s.r.o</a></p>\n<ul>\n  <li><strong>Zohlednění stávající výztuže při rekonstrukcích</strong> – Jakékoli rekonstrukce nebo rozšíření mohou být dalším zajímavým příkladem použití kotvení v Detailu, protože v ideálním případě je zahrnuta stávající výztuž.&nbsp;</li>\n</ul>\n<h2>Problémy, které vznikají</h2>\n<p>Shrňme si to:</p>\n<p>Eurokód specifikuje mechanismy porušení pro tah i smyk, pro kotvy a beton:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Obrázek 5: Schéma způsobů&nbsp;porušení –&nbsp;</em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Příručka pro návrh spojů ocel-beton II</em></a></p>\n<p>Norma EN 1992-4 je speciálně určena pro podrobné posouzení <strong>prostého betonu</strong>. Většině těchto porušení betonu lze předejít přidáním výztuže, která je v některých případech dokonce nutná (viz příklady výše). Norma nám však již nedává jasný návod, jak se s tím vypořádat.&nbsp;</p>\n<p>Další problém nastává při vzájemné interakci betonových kuželů – Eurokód a další literatura (<em>fib bulletin 58</em>) uvádějí pouze podmínky, kdy a jak lze tyto kužely posuzovat samostatně.&nbsp;</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Obrázek 6: CEB-FIB: Bulletin 58 – Navrhování kotvení do betonu (2011), kap. 1.2</em></p>\n<p>Víme, jaké problémy se mohou při návrhu vyskytnout, ale co s tím? Navrhnout kotvení pohledem z okna...&nbsp;</p>\n<p>... nebo najít jiné řešení?&nbsp;</p>\n<h2>Řešení&nbsp;</h2>\n<p>Detail dokáže výše uvedené případy vyřešit velmi efektivně. Umožňuje posoudit<strong> vliv výztuže</strong> na únosnost a také umožňuje posoudit<strong> případy, na které se norma nevztahuje</strong>. V kombinaci s aplikací Connection je pak možné získat komplexní standardní posudky pro všechny typy porušení. &nbsp;</p>\n<p>O obou aplikacích již bylo napsáno mnoho, ale určitě neuškodí přidat krátké srovnání a pár zdrojů pro hlubší pochopení těchto metod:&nbsp;</p>\n<ul>\n  <li><strong>IDEA StatiCa Connection</strong> – zaměřeno na posouzení ocelových přípojů, včetně kotvení do betonu. Kotvy jsou posuzovány <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">podle empirických vzorců</a> v souladu s normou. Betonový blok je modelován <em>Winklerovým podložím</em>, takže možné posouzení je <strong>pouze pro prostý beton.</strong></li>\n  <li><strong>IDEA StatiCa Detail</strong> – Model v Detailu je konečně prvkový, a to včetně výztuže. Vzhledem k základnímu předpokladu, že veškeré napětí je přenášeno výztuží (v betonu je tah zanedbáván), je řešení vhodné pouze pro <strong>železobeton</strong>. Pomocí <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> získáme napětí betonu a výztuže/kotev, která jsou vyhodnocena mezními hodnotami z Eurokódu. Kromě toho získáme reálnou představu o chování konstrukce, jako jsou toky napětí a deformace. Metoda 3D CSFM zahrnuje účinky trojosé napjatosti. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Obrázek 4: Porovnání mezi aplikacemi Connection a Detail (vstup a modely)</em></p>\n<p>Jak již bylo řečeno, pro úplné posouzení je zapotřebí kombinace obojího. Pro efektivní práci je umožněn <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">import z Connectionu do Detailu</a>, včetně dalších parametrů a zatížení.&nbsp;</p>\n<p>Abyste pochopili metodu, můžete si přečíst <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>teoretické základy</em>.</a> Chcete-li se seznámit s funkcemi, více se dozvíte v našich <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>novinkách k verzi</em></a>.&nbsp;</p>\n<h2>Co budete dělat?</h2>\n<p>3D Detail (s CSFM) představuje významný krok vpřed, který umožňuje s jistotou navrhovat složitější případy kotvení. Bezpochyby je to nová technologie, ale stejně jako v případě Connection nám umožňuje dosáhnout více než kdykoli předtím – tak proč nevyužít její potenciál?&nbsp;&nbsp;</p>\n<p>V IDEA StatiCa vnímáme kotvení jako pouhý začátek. Je to první úloha, který jsme plně verifikovali, a jsme odhodláni ji v budoucnu rozšiřovat.&nbsp;</p>\n<p>Otázka pro vás je: Chcete být u toho?&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eebe599f_56ea_0126_c3d2_5aa5fef6c229\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e26310e0_94eb_0167_1d43_2c94c7d8c14e\"></object>"
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                                    "value": "<p>Ať už se jedná o omezený prostor pro <a data-item-id=\"59463c40-8535-5ff4-bbae-00bd91ef7bfa\" href=\"\">kotvení</a>, netradiční konstrukční uspořádání, kotvení v blízkosti okraje, potřebu kotvit do nepravidelných tvarů betonové konstrukce nebo požadavek staveniště na provedení předem zabetonovaných desek, tyto speciální případy vyžadují větší pozornost než typická řešení.</p>\n<h3>Jak vlastně stavební inženýři tyto situace řeší?</h3>\n<p>Pokud navrhujete dle normy, čekají vás ruční výpočty, které však nelze aplikovat na atypické případy, a tak do hry vstupuje odhad a inženýrský úsudek.&nbsp; Návrhy vedou často ke zbytečně předimenzovaným patkám a deskám, a to kvůli:</p>\n<ul>\n  <li>vylomení okraje betonu</li>\n  <li>vytržení betonového kužele</li>\n  <li>kombinaci poruch</li>\n</ul>\n<figure data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f2b12c1-2437-49b8-b96b-16bfb6c0687c/Failure%20modes%20of%20headed%20and%20post-installed%20fasteners%20under%20shear%20or%20tension%20load.png\" data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" alt=\"\"></figure>\n<p>Vezměme si například kotvení v blízkosti okraje. Bez výztuže je téměř nemožné splnit normové předpoklady, kvůli vylomení nebo vytržení kužele betonu. Když jsou navíc kotvy blízko sebe, najednou se potýkáte s interakcí kuželů - něčím, co většina předpisů ani neřeší. Co ale dělat, když vaše dispozice prostě neumožňuje dodržet doporučenou geometrii?</p>\n<p><a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">Je třeba zvážit</a> dodatečné <a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">vyztužení</a>. <em>Eurokód 1992-4 - Navrhování betonových konstrukcí - Část 4: Navrhování spojovacích prostředků pro použití v betonu </em>doporučuje stanovit vhodný model vzpěr a táhel.</p>\n<figure data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56b7651a-af9f-403b-a261-570a8b5b7cbc/1992-4%207.2%20Fastening.png\" data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" alt=\"\"></figure>\n<figure data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02c940c4-4beb-4747-bd51-034436d0a8aa/1992-4%207.10%20Fastening.png\" data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" alt=\"\"></figure>\n<p>Co když ale atypický tvar betonového bloku hází klacky pod nohy?</p>\n<h3>Řešení problémů s kotvením nestandardních geometrií betonových bloků</h3>\n<p>Zejména při řešení nepravidelných geometrií nebo jedinečných dispozic, které se vymykají standardním učebnicovým případům, je tento proces nejen časově náročný, ale také ponechává příliš mnoho prostoru pro nejistotu.</p>\n<p>V <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejnovější verzi aplikace IDEA StatiCa</a> jsme přidali nové funkce, které vám pomohou navrhovat a posuzovat jakýkoliv tvar kotvení v&nbsp;souladu s&nbsp;normou.</p>\n<p>Nyní můžete <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">navrhovat a posuzovat téměř jakýkoli tvar betonového bloku</a> pro kotvení. Ať už se jedná o vícestupňovou patku, neobdélníkové kotevní bloky, rozšíření základových pasů nebo atypické architektonické tvary.</p>\n<figure data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba34d6e-04e8-4ee6-a3c8-824645dc772e/Atypical%20shapes.png\" data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" alt=\"\"></figure>\n<h3>Návrh předem zabetonovaných desek s ohledem na výztuž</h3>\n<p>Ve stavebnictví se běžně setkáváme s nosnými konstrukcemi, které obsahují ocelové i betonové prvky. Betonové prvky často hrají klíčovou roli při zajišťování příčné stability ocelové konstrukce. Prvky jsou obvykle propojeny pomocí&nbsp;<a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">předem zabetonovaných desek</a>. Tyto desky nabízejí spolehlivé ukotvení a k tomu je lze vyrobit tak, aby se minimalizovalo vrtání na staveništi. Desky jsou zalícované s betonovým povrchem, což umožňuje čisté a rovné spoje. Jsou také zvláště oblíbené v aplikacích, jako jsou podpůrné systémy fasád, přípoje ocelových rámů v hybridních betonovo-ocelových budovách, podpěry vodicích kolejnic výtahů, kotvení mechanických zařízení, ložiska mostů a spoje prefabrikovaných betonových panelů.</p>\n<p>Ale i když je jejich použití široké, jejich návrh může být výrazně složitější. Osovým silám odolává výztuž v betonu, která je přivařena k ocelové desce a přenáší zatížení prostřednictvím vazby s betonem. Smykovým silám odolávají smykové trny, kotvy nebo smyková oka.</p>\n<p>Návrhová odolnost vložených prvků je velmi závislá na poloze betonářské výztuže, zejména pokud je vložená deska umístěna blízko okraje (nosné fasádní systémy).</p>\n<figure data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/766999ec-9cde-4c42-85ba-863e5bfb25d0/Cast-in%20plate%20-%20position%20of%20reinforcement.png\" data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" alt=\"\"></figure>\n<p>Detail (pomocí CSFM 3D) automaticky zohledňuje výztuž v blízkosti zabetonované desky, což může výrazně zvýšit únosnost. 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                                    "value": "<h2>Hlavní body verze 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e666ebd_0641_01ec_b9ad_031c64e9697b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Navrhujte kotvení do betonu podle vašich potřeb</h2>\n<p>Pokud pravidelně navrhujete kotvení do železobetonu, okamžitě si všimnete nárůstu výkonu. Díky vylepšenému řešiči ve verzi 25.0 lze nyní modely kotvení spočítat za pouhé tři minuty, i když ty stejné dříve trvaly 15 minut. Již nechybí ani předem zabetonované patní desky.</p>\n<p>A nejde jen o rychlost. Nyní máte k dispozici čistší a všestrannější modelovací nástroje. <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Chcete definovat patní desky s výztuží ve tvaru U, L nebo I</a>? Můžete to udělat během několika sekund a výztuž se přizpůsobí podle očekávání. <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Potřebujete vlastní tvar základu nebo víceúrovňovou patku</a>? Použijte booleovské operace k vytvoření přesně toho, co splňuje vaše požadavky.</p>\n<figure data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/736aa3ef-d821-4660-a3cf-5be8e2fd94ac/Boolein_05.png\" data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" alt=\"\"></figure>\n<h2>Zkraťte dobu nastavení pomocí parametrických šablon</h2>\n<p>Ruční vytváření přípojů ocelových&nbsp;konstrukcí od základu nebo procházení starých Excel tabulek vás může zpomalovat. Proto verze 25.0 přináší chytřejší způsob navrhování, s více než 200 připravenými parametrickými šablonami, které můžete vložit do svého projektu pomocí nového <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection wizardu</a>.</p>\n<figure data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.png\" data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" alt=\"\"></figure>\n<p>Vyberte přípoj, upravte vstupy a sledujte, jak se 3D náhled přizpůsobuje v reálném čase. Každá šablona je ověřena a řídí se bezpečnými pravidly. Pokud parametr neodpovídá omezením, dostanete varování. Pokud s IDEA StatiCa teprve začínáte, tyto šablony jsou nejrychlejším způsobem, jak vytvořit spolehlivé návrhy ověřené podle norem.</p>\n<p>Potřebujete větší kontrolu? Můžete libovolnou šablonu \"rozložit\"&nbsp;na upravitelné operace, což vám dává plnou kontrolu nad geometrií, svary, šrouby a všemi prvky. Můžete také vytvářet firemní knihovny pro standardizaci pracovních postupů a vytvářet opakovaně použitelné šablony.</p>\n<h2>Vyberte pouze kritické přípoje v Checkbotu</h2>\n<p>Máte model se stovkami nebo dokonce tisíci uzlů? Nemáte čas opakovat nastavení přípojů jeden po druhém. <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">IDEA StatiCa Checkbot ve verzi 25.0</a> byl vylepšen pro snadné zvládnutí rozsáhlých projektů.</p>\n<figure data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcdcdc0f-f978-415f-8d66-a776df5f5563/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2000a.png\" data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" alt=\"\"></figure>\n<p>Definujte jeden referenční přípoj s vašimi typy prvků a nastavením. Checkbot automaticky seskupí podobné uzly a aplikuje tyto parametry napříč modelem. To znamená, že už nemusíte 50x zadávat stejné informace – stačí jedno nastavení, sdílené napříč konstrukcí.</p>\n<p>Navíc s novým filtrem extrémů zatížení Checkbot z až 1000 účinků zatížení identifikuje kritické případy. Méně výpočetního času, méně rozptýlení a žádné riziko přehlédnutí scénářů, na kterých skutečně záleží. Po dokončení posouzení můžete hromadně generovat protokoly. Vyberte si mezi podrobnými výstupy nebo souhrny a exportujte vše do PDF jedním kliknutím.</p>\n<h2>Globální pracovní postupy</h2>\n<p>Pokud pracujete podle norem ACI nebo spolupracujete globálně, není problém. IDEA StatiCa 25.0 zahrnuje plnou podporu <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI</a>, jak v aplikaci Steel, tak v aplikaci Detail, s terminologií, kterou lze přepínat mezi americkou a britskou angličtinou.</p>\n<p>V Austrálii mohou <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">inženýři nyní pracovat s regionálně specifickými normovými prostředími</a> plně pokrývajícími úkoly pro 2D Detail. A pro inženýry v Číně byla kontrola kotvení podle GB normy aktualizována tak, aby odrážela nejnovější místní požadavky.</p>\n<p>Výrobci prefabrikátů <a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">mohou nyní exportovat předpínací výztuže přímo z Beam do Detail</a>, bez nutnosti přemodelování geometrie a materiálů. Vše v jednom pracovním postupu s <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">RCS nyní kontrolujícím příčné vybočení pro geometrické imperfekce a fáze výstavby</a>.</p>\n<figure data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dee2642-b908-492e-9ae6-f1727c60e720/Export%20from%20BEam%20to%20Detail_04.png\" data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" alt=\"\"></figure>\n<p>Pro kompletní přehled o obsahu IDEA StatiCa verze 25.0 si nezapomeňte prohlédnout <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">poznámky k vydání</a>, stáhnout nejnovější verzi a vyzkoušet si ji sami pomocí odkazu níže. 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                    "value": "<h2>1. Proč se výpočet zastavil předčasně?</h2>\n<p>Stop kritéria (konvergenční kritéria) v metodě 3D CSFM zajišťují zastavení iteračního nelineárního výpočtu na definovaných mezích, viz <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&amp;type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">The solution method and load-control algorithm for 3D CSFM</a> v teoretických základech pro IDEA StatiCa Detail. Ve výchozím nastavení je aktivní možnost \"Přerušit na mezním přetvoření / prokluzu\", díky které je výpočet zastaven, když je dosaženo některého z dále <strong>uvedených kritérií</strong>. Mezní přetvoření se kontroluje u betonu a výztuže a prokluz v případě kotvení. Hodnota mezního přetvoření betonu v tlaku je stanovena na 5 % a v tahu na 7 %. Mezní přetvoření výztuže je omezeno hodnotou 5 %. U kotvení se kontroluje mezní prokluzu kotvy/výztuže vůči betonu.&nbsp;</p>\n<p>Dosažení výše uvedených kritérií a zastavení výpočtu předčasně, tedy před aplikací plného zatížení, může být způsobeno řadou příčin. Nejčastějším důvodem je chybějící výztuž v místech, kde je beton namáhán tahem, který beton nepřenese. Divergence modelu může nastat také díky nesprávnému podepření, které se neřídí zásadami z následujícího bodu 2 a které může vést k nadměrné deformaci. Pokud je však model vytvořen a podepřen správně &nbsp;a výpočet je přesto zastaven předčasně, pak to znamená, že kotvení nevyhovuje zadanému zatížení a je jednoduše přetíženo. Pro kontrolu správného podepření modelu doporučujeme po výpočtu vždy kontrolovat tvar a hodnoty deformace.</p>\n<figure data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac78e48d-ca21-4a2f-8880-4e8772fc9a57/fig_1_CZ.png\" data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" alt=\"\"></figure>\n<h2>2. Jaké typy podpor lze v Detailu použít?</h2>\n<p>V aplikaci Detail lze zadat plošné podpory, a to jak dokonale tuhé, tak s uživatelsky stanovenou tuhostí ve všech směrech. Ve výchozím nastavení jsou podpory zadány jako přenášejí pouze tlak (šedé tlačítko), což může způsobit nestabilitu modelu z hlediska překlopení. Chcete-li, aby podpora přenášela i tah, přepněte tlačítko na bílou. Je však nutné dodržet následující návrhové přístupy:&nbsp;</p>\n<p>1) přístup <strong>Základová patka</strong></p>\n<p>Použijte výchozí nastavení plošné podpory \"přenášející pouze tlak\" a nastavte její tuhost tak, aby odpovídala tuhosti zeminy. Tím simulujete situaci pro základové patky spočívající na zemi. V případě exportu z aplikace IDEA StatiCa Connection nezapomeňte ručně aplikovat vlastní tíhu, protože ta exportována není.</p>\n<p>2) přístup <strong>Výsek konstrukce</strong></p>\n<p>U výseků konstrukce (např. balkonové desky, stěny apod.) je naopak potřeba odříznuté části podepřít i na zachycení tahových reakcí, avšak tyto podpory je nutné doplnit průběžnou výztuží, procházející přes pracovní spáru (řez), která by tyto tahy přenesla. Když průběžná výztuž není do podpory dotažena, beton tahové reakce nepřenese, \"potrhá se\" a dojde např. k nadměrné deformaci modelu. Tím se výpočet opět zastaví předčasně.</p>\n<p>Podrobné informace nejen o podepření v aplikaci Detail, model 3D, naleznete v části <a href=\"https://www.ideastatica.com/cz/podpora/plna-funkcionalita-aplikace-3d-detail\">Plná funkcionalita aplikace Detail 3D</a>.</p>\n<figure data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be0a745-5447-4823-9ce3-799290f12e88/fig_2_CZ.png\" data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" alt=\"\"></figure>\n<h2>3. Proč je důležité dodržovat konstrukční zásady?</h2>\n<p>Jedním z hlavních předpokladů metody 3D CSFM je, že beton v tahu nepůsobí. Proto je <strong>vždy </strong>nutné modelovat <strong>vyztužený</strong> beton. Navržená výztuž by měla odpovídat konstrukčním zásadám stanovených normou (např. pravidla pro přídavnou výztuž pro přenos tahové a smykové síly podle EN 1992-4). V aplikaci Detail, modelu 3D, není posouzení konstrukčních zásad implementováno a je zodpovědností uživatele (inženýra/statika) betonový blok vyztužit správným způsobem.&nbsp;Je potřeba mít na paměti, že stejně jako v klasické příhradové analogii <strong>způsob vyztužení předurčujete způsob vývoje napětí a přenos zatížení.</strong>&nbsp;</p>\n<figure data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8d44f75-f4d6-4214-b307-d4d87da84751/fig_3_CZ.png\" data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" alt=\"\"></figure>\n<h2>4. Jak správně namodelovat přenos smykové síly?</h2>\n<p>Smyková síla zadaná na patní desku může být přenášena třením, kotvami nebo smykovými zarážkami, přičemž jednotlivé metody přenosu smyku nelze vzájemně kombinovat.&nbsp;</p>\n<p>V případě <strong>tření</strong> je nutné zajistit správné pořadí zatěžovacích stavů: nejprve aplikujte přítlak (typ zatěžovacího stavu <em>Stálé</em>), poté smykovou sílu (typ zatěžovacího stavu <em>Proměnné</em>). Pokud tento postup není dodržen, může dojít k nadměrnému posunu patní desky vlivem smyku při nedostatečném přítlaku. &nbsp;Při správné sekvenci zatížení a koeficientu tření nastaveném např. na hodnotu 0,25 pak lze zadanou smykovou sílu přenést při 25 % přítlaku.&nbsp;</p>\n<p>Prostřednictvím <strong>smykových zarážek</strong> se přenáší plná smyková síla, avšak posudek zarážky v IDEA StatiCa Detail není proveden. Samotné posouzení smykových zarážek může být provedeno v IDEA StatiCa Connection a poté může být navržené kotvení importováno do Detailu. Smyková zarážka je s betonem spojena prostřednictvím kontaktů, tj. do betonu se přenáší pouze tlakové napětí a pro přenos smyku se uplatňuje vždy příslušná část zarážky (stojina/příruba).</p>\n<p>U<strong> kotev</strong> může uživatel definovat, které konkrétní kotvy budou účinné pro přenos smyku. Avšak stejně jako v případě zarážek, kotvy nejsou v Detailu na smyk posouzeny. V napětí kotev není zohledněn přírustek napětí od smyku, vykresluje se pouze napětí od osové síly. Posouzení kotev může být opět provedeno v aplikaci IDEA StatiCa Connection. Jinými slovy, IDEA StatiCa Detail&nbsp;slouží k posouzení přenosu zatížení do okolní betonářské výztuže, přenos zatížení z kotvy do betonu se nyní neposuzuje.</p>\n<figure data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13624716-50f2-4d10-906e-859f0c0e63e8/fig_4_CZ.png\" data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" alt=\"\"></figure>\n<h2>5. Jak správně propojit kotvu s patní deskou?</h2>\n<p>Zatížení v aplikaci Detail může být aplikováno buď přímo na kotvy (Fx, Fy, Fz) nebo na patní desku (Fx, Fy, Fz, Mx, My, Mz). Kotvy a patní desky jsou modelovány jako samostatné prvky, které nejsou vzájemně propojeny. Vazba mezi kotvou a patní deskou musí být nastavena ručně, a to jak pro přenos osových sil, tak pro přenos smyku. Tyto vazby jsou vzájemně nezávislé a propojení může být aktivováno pouze pro jeden z typů namáhání (přenos osových a/anebo smykových sil) dle požadavků návrhu a posouzení kotvení.</p>\n<p>Dva přístupy k modelování:</p>\n<ul>\n  <li>Při exportu kotvení z IDEA StatiCa Connection do Detailu (např. viz <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM propojení IDEA StatiCa Connection a Detail - Excentricky zatížené kotvení</a>) je vazba pro přenos osové síly mezi kotvami a patní deskou vypnuta, aby se zabránilo nežádoucímu dodatečnému páčení patní desky (viz obrázek níže).&nbsp;</li>\n  <li>Při modelování \"od nuly\" přímo v IDEA StatiCa Detail musí uživatel naopak aktivovat vazby jak pro přenos smyku, tak pro přenos osových sil, aby se zatížení zadané na patní desku do kotev přeneslo.</li>\n</ul>\n<p>Podrobnější vysvětlení vzájemného propojení kotev s patní deskou naleznete ve webináři nebo v článku <a href=\"https://www.ideastatica.com/cz/podpora/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy pro Detail 3D</a>.</p>\n<figure data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9daa2626-f57c-475a-bcd4-e31d6ecda776/fig_5_CZ.png\" data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" alt=\"\"></figure>\n<h2>6. Jakou tuhost patní desky je potřeba nastavit?</h2>\n<p>Důležité je také nastavení správné tuhosti patní desky. Na obrázku níže jsou porovnány tři modely:&nbsp;</p>\n<ul>\n  <li>měkká patní deska exportovaná z aplikace Connection,&nbsp;</li>\n  <li>měkká patní deska modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky,&nbsp;</li>\n  <li>tuhá patní deska se zvětšenou tloušťkou modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky.&nbsp;</li>\n</ul>\n<p>Výsledky ukázaly, že ohybově měkké patní desky modelované přímo v aplikaci Detail typu 3D způsobují nepřesné rozložení napětí v betonu pod patní deskou, protože dochází k jejímu nadměrnému páčení (chybí ztužující vliv sloupu). Tuhá deska tyto problémy eliminuje a poskytuje výsledky konzistentní s výsledky získanými exportem z aplikace Connection. Výpočtem stanovené síly v kotvách byly srovnatelné u prvního a třetího modelu. V druhém případě byly síly v kotvách nadhodnoceny o více než 30 %, což z něj činí nevhodně sestavený model. 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Proto doporučujeme pro verze 25.1 a vyšší zadávat vnitřní síly na sloup, viz </em><a href=\"https://www.ideastatica.com/cz/podpora/zatizeni-a-kombinace#sloup\"><em>Zárodek sloupu pro přenos zatížení</em></a><em>.</em></p>\n<figure data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84361b92-14ae-4dbe-9c68-0ac7e514fc48/fig_6_CZ_a.png\" data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" alt=\"\"></figure>\n<h2>7. Jak je to s kontaktním napětím?</h2>\n<p>V aplikaci Connection je možné nastavit mezi dvěma plechy tzv. kontakt a zobrazit v nich kontaktní napětí. Je však známým omezením (viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>) exportu kotvení z Connection do Detail, že toto kontaktní napětí není importováno. Důsledkem chybějících účinků odpovídajících kontaktnímu napětí je, že importované síly nejsou na patní desce v rovnováze a dojde k její nadměrné deformaci a tedy předčasnému ukončení výpočtu kvůli divergenci.</p>\n<p>Jak toto omezení obejít?</p>\n<ul>\n  <li>V modelu kotvení v aplikaci Connection se vyhnout použití funkce \"kontakt\". Jedná se o specifickou funkci, která v praxi nastává ve velmi úzkém rozsahu typů přípojů.</li>\n  <li>Pokud je v přípoji kontakt reálně navržen, pak je nutné kotvení zatížit přímo v Detailu (nevyužít exportovaných sil), a to v kombinaci s tuhou patní deskou (viz bod 6).</li>\n</ul>\n<figure data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c590fc0e-0c0e-4890-a5e1-3da8818c7e40/fig_7_CZ.png\" data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" alt=\"\"></figure>\n<h2>8. Proč napětí v soudržnosti dosáhne 99,9 % tak rychle?</h2>\n<p>U většiny modelů dosahuje napětí v soudržnosti 99,9% využití pro velmi nízké úrovně zatížení tahem. Příčinu lze nalézt v pracovním diagramu pro vazbu mezi kotvou/výztuží a betonem, jak je znázorněno na obrázku níže. Vazba velmi rychle dosahuje svého mezního napětí v soudržnosti a jakékoli další zatížení vede k její plastické deformaci.&nbsp;</p>\n<p>Stanovení pevnosti v soudržnosti pro lepené kotvy je popsáno v článku <a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Jak mám nastavit velikost sítě?</h2>\n<p>Kvalita sítě konečných prvků je pro 3D simulace zásadní, zejména u nelineárních výpočtů, protože mj. přímo ovlivňuje dobu výpočtu. Násobitel velikosti konečného prvku, který lze v aplikaci Detail zadat v Nastavení výpočtu, se pohybuje v rozmezí od 0,5 do 5, přičemž nastavená výchozí hodnota je 1. Použití násobitele o velikosti 5 urychluje výpočet, ale výsledky mohou být nepřesné (chyba více než 30 %). Jeho použití je vhodné pro ověření správnosti zadaného modelu a zda např. nedochází k jeho nadměrným deformacím. Po samotné posouzení je víceméně nutné použít násobitel sítě o velikosti 1 pro získání přesnějších hodnot napětí a deformace.&nbsp;</p>\n<p>Stručně řečeno, hrubá síť (vyšší násobitel) se používá pro předběžný návrh, zatímco jemnější síť (nižší násobitel) poskytuje přesnější výsledky, zejména v okolí kotev.</p>\n<figure data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/240cd840-1572-4b89-96c8-5adbf3d6f213/fig_9_CZ.png\" data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> bylo do aplikace Detail přidáno vylepšení tvorby sítě kolem kotev, a to tak, že kolem kotvy vždy dojde k jejímu zjemnění i při nastavení násobitele sítě na jeho horní mez. V případě posouzení kotvení do většího betonového bloku je možné tento násobitel nastavit na hodnotu 5 bez toho, aby došlo ke zkreslení výsledků v oblasti kotvení.</em></p>\n<figure data-asset-id=\"694c2162-0a06-4741-9845-96027f353edf\" data-image-id=\"694c2162-0a06-4741-9845-96027f353edf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b453d50c-d4f0-43fc-8f74-d9b93cbf4ab8/fig_9_CZ_a.png\" data-asset-id=\"694c2162-0a06-4741-9845-96027f353edf\" data-image-id=\"694c2162-0a06-4741-9845-96027f353edf\" alt=\"\"></figure>\n<h2>10. Je možné importovat vícenásobné kotvení?</h2>\n<p>Ano. V aplikaci Connection je možné analyzovat více patních/čelní desek najednou, které jsou však podepřeny \"betonovým blokem\" (ve skutečnosti se jedná o Winklerovo podloží) každá zvlášť. Toto vícenásobné kotvení je možné importovat do aplikace Detail, do které se naimportují všechny zadané betonové bloky, ale uživatel bude upozorněn, že aplikace nepodporuje model s více než jedním blokem, viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>. Uživatel tedy musí odstranit všechny bloky kromě jednoho a všechny patní/čelní desky vztáhnout k tomuto zbývajícímu bloku.&nbsp;</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat více patních desek na jeden existující betonový blok a toto kotvení následně importovat do aplikace Detail. Stále platí, že v aplikaci Detail je podporován pouze jeden betonový blok. Pro vícenásobném kotvení přes hranu betonového bloku platí omezení popsána v článku</em> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>.&nbsp;</p>\n<figure data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83c5bcd2-7759-4ca7-ae19-b84fdbcda042/Multiple%20base%20plates%20on%20one%20block%200.png\" data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" alt=\"\"></figure>\n<h2>Závěr</h2>\n<p>3D CSFM v IDEA StatiCa Detail je výkonný nástroj pro modelování nelineárního chování betonu a výztuže, který zajišťuje shodu s Eurokódem a ACI. Nastavená kritéria zajišťují, že se výpočty zastaví při dosažení kritických mezí deformace, a pro realistické výsledky je nezbytné správné zadání výztuže. Kvalita sítě je zásadní pro přesné simulace, přičemž jemnější sítě poskytují lepší přesnost za cenu delší doby analýzy. Dodatečné vyztužení, přenos smykové síly a správné nastavení exportu jsou také klíčovými faktory pro dosažení přesných návrhů v souladu s normami.</p>\n<p>Pro podrobnější informace se podívejte na webinář <a data-item-id=\"fe18abc4-7d3c-45ac-97e6-002bf87224ef\" href=\"\">10 nejčastějších dotazů k návrhu kotvení ve 3D v aplikaci Detail</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n29be3466_cd29_01db_1c66_14facc168859\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f0563cd1_d2b7_0191_3ee0_9d445a05e7f1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n206ffc14_2b65_01cc_bf5a_b779f6aef349\"></object>"
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            "value": []
          },
          "page_tree_settings__page_label": {
            "name": "Page label",
            "type": "text",
            "value": ""
          },
          "page_tree_settings__path_segment": {
            "name": "Path segment",
            "type": "text",
            "value": ""
          },
          "page_tree_settings__breadcrumb_style": {
            "name": "Breadcrumb style",
            "type": "multiple_choice",
            "value": []
          },
          "page_tree_settings__hide_in_breadcrumbs": {
            "name": "Hide in breadcrumbs",
            "type": "multiple_choice",
            "value": []
          }
        },
        "system": {
          "codename": "detail_3d___known_limitations",
          "collection": "default",
          "id": "4c908003-c3bb-4c0d-80ca-2c29cc8eef92",
          "language": "cs-CZ",
          "lastModified": "2025-12-07T18:30:06.0600011Z",
          "name": "Known limitations for Detail 3D",
          "sitemapLocations": [],
          "type": "support_center_article",
          "workflowStep": "published",
          "workflow": "default"
        }
      },
      "[Circular Reference]",
      "[Circular Reference]"
    ]
  },
  "attachments__files": {
    "name": "Attachments",
    "type": "asset",
    "value": []
  },
  "content_priority__value": {
    "name": "Content priority value",
    "type": "number",
    "value": null
  },
  "options": {
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    "type": "multiple_choice",
    "value": []
  },
  "url_slug": {
    "name": "Url slug",
    "type": "url_slug",
    "value": "3d-detail-vyztuz"
  },
  "unique_url_slug": {
    "name": "Unique URL slug",
    "type": "custom",
    "value": "[\"3d-detail-vyztuz\",\"[autogenerated]\"]"
  },
  "content_settings__sitemap": {
    "name": "Show in sitemap",
    "type": "multiple_choice",
    "value": []
  },
  "content_settings__robots": {
    "name": "Search engine indexing",
    "type": "multiple_choice",
    "value": []
  },
  "content_settings__is_hidden": {
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    ]
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  "metadata__page_title": {
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  "metadata__page_description": {
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  "metadata__page_keywords": {
    "name": "Page keywords",
    "type": "text",
    "value": ""
  },
  "metadata__canonical_url": {
    "name": "Canonical URL",
    "type": "text",
    "value": ""
  },
  "metadata__og_title": {
    "name": "OG:title",
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    "value": ""
  },
  "metadata__og_description": {
    "name": "OG:description",
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    "value": ""
  },
  "metadata__og_image": {
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    "type": "asset",
    "value": []
  },
  "translation__translation_connector": {
    "name": "Translation Connector",
    "type": "taxonomy",
    "value": [],
    "taxonomyGroup": "languages"
  },
  "translation__force_translation": {
    "name": "Force translation",
    "type": "multiple_choice",
    "value": []
  },
  "translation__last_translation": {
    "images": [],
    "linkedItemCodenames": [],
    "linkedItems": [],
    "links": [],
    "name": "Last translation",
    "type": "rich_text",
    "value": "<p><br></p>"
  },
  "translation__ai_translated": {
    "name": "AI translated",
    "type": "multiple_choice",
    "value": []
  },
  "page_tree_settings__page_label": {
    "name": "Page label",
    "type": "text",
    "value": ""
  },
  "page_tree_settings__path_segment": {
    "name": "Path segment",
    "type": "text",
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    "type": "multiple_choice",
    "value": []
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    "name": "Hide in breadcrumbs",
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    "value": []
  }
}

Widget #NaN: support_center_article

Name: RN 24.1: Import of anchoring from Connection to Detail

ID: 270b17d4-280e-4c4b-b83e-ae25015afb38

Show Raw Data

{
  "title": {
    "name": "Main headline (H1)",
    "type": "text",
    "value": "Export kotvení z Connection do Detailu "
  },
  "preview_image": {
    "name": "Preview image",
    "type": "asset",
    "value": [
      {
        "name": "release note intro slide import.png",
        "description": null,
        "type": "image/png",
        "size": 242712,
        "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fa57007d-3aef-4922-b133-a596dddab959/release%20note%20intro%20slide%20import.png",
        "width": 1200,
        "height": 630,
        "renditions": {}
      }
    ]
  },
  "post_date": {
    "name": "Post date",
    "type": "date_time",
    "value": null,
    "displayTimeZone": "Europe/Prague"
  },
  "perex_content": {
    "name": "Lead paragraph",
    "type": "text",
    "value": "Je pro vás největší výzvou kotvení do betonových bloků? Naše dvě inovativní aplikace spolupracují, aby vám usnadnily práci. Přečtěte si více o propojení mezi IDEA StatiCa Connection a Detail."
  },
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        "height": 718,
        "width": 862
      },
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        "imageId": "0fcce141-f751-45d1-9bad-9fd581d6c4ee",
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      "n95d118d9_d75a_019d_b6e8_28ac07057571",
      "untitled_content_item_1085ffa"
    ],
    "linkedItems": [
      {
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          "url": {
            "name": "Video URL",
            "type": "text",
            "value": "https://youtu.be/b33ehgVpLOM"
          }
        },
        "system": {
          "codename": "n95d118d9_d75a_019d_b6e8_28ac07057571",
          "collection": "default",
          "id": "95d118d9-d75a-019d-b6e8-28ac07057571",
          "language": "cs-CZ",
          "lastModified": "2024-10-24T09:48:02.4045857Z",
          "name": "95d118d9-d75a-019d-b6e8-28ac07057571",
          "sitemapLocations": [],
          "type": "video",
          "workflowStep": null,
          "workflow": null
        }
      },
      {
        "elements": {
          "title": {
            "name": "Title",
            "type": "text",
            "value": "Stáhněte si aktuální verzi a vyzkoušejte si všechny nové funkce"
          },
          "event_id": {
            "name": "Event ID",
            "type": "text",
            "value": ""
          },
          "description_top": {
            "name": "Description before",
            "type": "text",
            "value": ""
          },
          "link_text": {
            "name": "Link text",
            "type": "text",
            "value": "Stáhněte si nejnovější verzi"
          },
          "link_url": {
            "name": "Link URL",
            "type": "text",
            "value": ""
          },
          "content_item_link": {
            "name": "Content Item Link",
            "type": "modular_content",
            "value": [
              "landing_page___downloads"
            ],
            "linkedItems": [
              {
                "elements": {
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                    "name": "Main headline (H1)",
                    "type": "text",
                    "value": "Produkty ke stažení"
                  },
                  "subtitle": {
                    "name": "Subtitle",
                    "type": "text",
                    "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                  },
                  "breadcrumbs_page_title": {
                    "name": "Breadcrumbs page title",
                    "type": "text",
                    "value": ""
                  },
                  "breadcrumbs_parent": {
                    "name": "Breadcrumbs parent",
                    "type": "modular_content",
                    "value": [],
                    "linkedItems": []
                  },
                  "content": {
                    "images": [],
                    "linkedItemCodenames": [
                      "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                      "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                      "untitled_content_item_ce63361",
                      "test___collapsible_widget",
                      "untitled_content_item_f3cd022"
                    ],
                    "linkedItems": [
                      {
                        "elements": {
                          "title": {
                            "name": "Title",
                            "type": "text",
                            "value": "Aktuální verze"
                          },
                          "styles": {
                            "name": "Block style",
                            "type": "multiple_choice",
                            "value": [
                              {
                                "name": "default (single download block)",
                                "codename": "single"
                              }
                            ]
                          },
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                            "linkedItems": [],
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                          },
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                            "name": "Download blocks",
                            "type": "modular_content",
                            "value": [
                              "untitled_content_item_8de7457"
                            ],
                            "linkedItems": []
                          },
                          "content_bottom": {
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                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [
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                                "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                "type": "support_center_article"
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                              {
                                "codename": "untitled_content_item_26e29f8",
                                "linkId": "26e29f8c-f439-430a-8ffd-f16af55d4c31",
                                "urlSlug": "opravene-chyby-v-patchich-idea-statica",
                                "type": "support_center_article"
                              },
                              {
                                "codename": "system_requirements_for_idea_statica",
                                "linkId": "1a877e3a-ce1d-4127-8857-da4bcd33ee9c",
                                "urlSlug": "systemove-pozadavky-pro-instalaci-idea-statica",
                                "type": "support_center_article"
                              }
                            ],
                            "name": "Description after",
                            "type": "rich_text",
                            "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
                          },
                          "visibleinregion": {
                            "name": "VisibleInRegion",
                            "type": "multiple_choice",
                            "value": []
                          },
                          "regions": {
                            "name": "Region",
                            "type": "taxonomy",
                            "value": [],
                            "taxonomyGroup": "region"
                          },
                          "translation__translation_connector": {
                            "name": "Translation Connector",
                            "type": "taxonomy",
                            "value": [],
                            "taxonomyGroup": "languages"
                          },
                          "translation__force_translation": {
                            "name": "Force translation",
                            "type": "multiple_choice",
                            "value": []
                          },
                          "translation__last_translation": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Last translation",
                            "type": "rich_text",
                            "value": "<p><br></p>"
                          },
                          "translation__ai_translated": {
                            "name": "AI translated",
                            "type": "multiple_choice",
                            "value": []
                          }
                        },
                        "system": {
                          "codename": "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                          "collection": "default",
                          "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                          "language": "cs-CZ",
                          "lastModified": "2025-12-15T16:21:03.6402035Z",
                          "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                          "sitemapLocations": [],
                          "type": "widget_downloads_list",
                          "workflowStep": null,
                          "workflow": null
                        }
                      },
                      {
                        "elements": {
                          "title": {
                            "name": "Title",
                            "type": "text",
                            "value": "Starší verze"
                          },
                          "styles": {
                            "name": "Block style",
                            "type": "multiple_choice",
                            "value": [
                              {
                                "name": "multiple download blocks",
                                "codename": "multiple"
                              }
                            ]
                          },
                          "content_top": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Description before",
                            "type": "rich_text",
                            "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                          },
                          "download_blocks": {
                            "name": "Download blocks",
                            "type": "modular_content",
                            "value": [
                              "test___download_block",
                              "test___download_block_2",
                              "download___idea_statica_older_version_b__copy__dad1ff5",
                              "download___idea_statica_older_version_b__copy_"
                            ],
                            "linkedItems": []
                          },
                          "content_bottom": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
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                            "type": "rich_text",
                            "value": "<p><br></p>"
                          },
                          "visibleinregion": {
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                            "value": []
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                          "regions": {
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                            "type": "taxonomy",
                            "value": [],
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                          "translation__translation_connector": {
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                            "type": "taxonomy",
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                          "translation__force_translation": {
                            "name": "Force translation",
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                          "translation__last_translation": {
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                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Last translation",
                            "type": "rich_text",
                            "value": "<p><br></p>"
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                          "translation__ai_translated": {
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                          "collection": "default",
                          "id": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
                          "language": "cs-CZ",
                          "lastModified": "2025-12-15T16:21:03.6402035Z",
                          "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
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                    ],
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                    "name": "Content",
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                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8497a9c8_6cfb_0124_d421_c239cbb620e7\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6eb9f5f3_e451_01a0_d6dc_2922a3e593de\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_ce63361\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"test___collapsible_widget\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_f3cd022\"></object>"
                  },
                  "shared_content": {
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                    "linkedItemCodenames": [],
                    "linkedItems": [],
                    "links": [],
                    "name": "Shared content",
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                  },
                  "design": {
                    "name": "Design",
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                    "value": []
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                    "linkedItemCodenames": [],
                    "linkedItems": [],
                    "links": [],
                    "name": "Header content",
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                    "type": "multiple_choice",
                    "value": []
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                  "header_background_image": {
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                  "header_background_image_effects": {
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                  },
                  "is_header_full_height": {
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                    "type": "multiple_choice",
                    "value": []
                  },
                  "header_background_video": {
                    "name": "Background video",
                    "type": "asset",
                    "value": []
                  },
                  "url_slug": {
                    "name": "URL slug",
                    "type": "url_slug",
                    "value": "product-downloads"
                  },
                  "unique_url_slug": {
                    "name": "Unique URL slug",
                    "type": "custom",
                    "value": "[\"product-downloads\",\"[autogenerated]\"]"
                  },
                  "content_settings__sitemap": {
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                  "content_settings__robots": {
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                  },
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    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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            "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                    "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. 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            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - 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                                              {
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                                                "urlSlug": "zatizeni-v-rovnovaze-jako-vychozi-nastaveni",
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                                              {
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                                                "linkId": "a2f4a486-315f-4571-a9b3-abdcfff0b7a8",
                                                "urlSlug": "vylepseni-v-analyze-unavy",
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                                                "urlSlug": "varovani-pro-dlouhe-srouby-skrz-dute-profily",
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                                              {
                                                "codename": "rn22_0__update_of_eccentricity_definition_of_norma",
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                                                "urlSlug": "aktualizace-definice-excentricity-normalove-sily-pro-betonove-sloupy-podle-eurokodu",
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                                                "urlSlug": "moznosti-prenosu-smyku-pro-srouby-ve-verzi-21-1-a-dale",
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                                              {
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                                                "urlSlug": "specifika-posudku-svaru-podle-eurokodu-en-a-indicke-normy-is",
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                                              {
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                                                "urlSlug": "slip-resistance-check-update-according-to-sp-16",
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                                                "urlSlug": "firemni-sada-stycniku-vyber-prvku-v-connection-browseru",
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                                              {
                                                "codename": "condensed_elements",
                                                "linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599",
                                                "urlSlug": "kondenzovane-superelementy-neviditelne-ale-zasadni",
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                                              {
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                                            "type": "rich_text",
                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n04260777_433f_0105_f1bc_e2f043e1476b\"></object>\n<h2>Version 22.1.6 hotfix</h2>\n<p>Released Oct 17, 2023</p>\n<p>Patch 22.1.6.0493. 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ecd19d3d_3a3e_01e5_a62e_8d47c5eb4bba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c68a16c2_29f5_0161_0f3e_b64dc9f5b683\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd49d225_437c_01fe_80a0_e244844e3de5\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released&nbsp;Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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                                                    "type": "taxonomy",
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                                                        "codename": "connection"
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                                                        "name": "Member",
                                                        "codename": "member"
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Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                            "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. 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Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. Toto nahrazuje BEZPLATNÉ CAD pluginy.&nbsp;</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Checkbot je připraven na velké projekty</strong></a>, spolehlivě zvládá importy (&lt;30 s) z modelů s až 1 000 uzly a otevírá je o 50 % rychleji díky vylepšenému zpracování souborů.&nbsp;</li>\n  <li>Cloudová aplikace<strong> </strong><a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\"><strong>Viewer</strong></a> teď zobrazuje zatížení a zlepšila se rychlost načítáni.&nbsp;</li>\n  <li>Zkontrolujte kompatibilitu s vaším softwarem v seznamu <a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\"><strong>podporovaných verzí v 24.0</strong></a></li>\n</ul>\n<h2>Použitelnost a licencování</h2>\n<ul>\n  <li>Vylepšené přihlašování pomocí <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>jednotného přihlašování</strong></a> a vylepšení <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\"><strong>uživatelského portálu</strong></a></li>\n  <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\"><strong>Klávesové zkratky</strong></a> a <strong>nový jazyk</strong> (brazilská portugalština)&nbsp;</li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\"><strong>Sdílená nastavení</strong></a> pro správu napříč projekty a aplikacemi&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\"><strong>Nové chybové hlášky</strong></a> a <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\"><strong>tooltipy</strong></a> s odkazy na centrum podpory</li>\n</ul>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a2021d1c_5fd2_01b2_b70d_1c069cb3256a\"></object>"
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            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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                    "value": "<p>Mnoho uzlů v reálné konstrukci nelze pokrýt jedna ku jedné standardním typem přípoje. Projektanti rozdělují tyto uzly do oddělených přípojů a kontrolují je v jednoduchých nástrojích nebo v Excelovských tabulkách bez uvážení jejich vzájemného spolupůsobení. To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. Pro hlubší pochopení metody si přečtěte obsáhlé <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické pozadí</a>, které obsahuje hlavní předpoklady, popis materiálového modelu a další.</p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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    "value": "<h3>Výsledky</h3>\n<p>Zobrazení výsledků je velmi podobné jako u 2D Detailu. Existují však některé zásadní rozdíly, zejména pokud jde o výsledky v betonu. V následující části si projdeme všechny dostupné výsledky a zaměříme se na zmíněné rozdíly. Na záložce Posouzení můžete zobrazit celkem 4 typy výsledků:</p>\n<ul>\n  <li>Souhrn</li>\n  <li>Pevnost</li>\n  <li>Kotvení</li>\n  <li>Pomocný</li>\n</ul>\n<p>Tok napětí v <strong>Souhrnu</strong> vám ukáže vektory hlavních napětí v tlaku v betonu a využití výztuže, aby vám poskytl základní přehled.</p>\n<figure data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/de183739-e602-4d2d-9a44-250b17fae9d1/3D%20Detail%20in%2024.1_25.png\" data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\" alt=\"\"></figure>\n<p>V posouzení <strong>Pevnosti </strong>lze zobrazit intenzity napětí a přetvoření pro výztuž a beton. Na horním pásu karet můžete určit, co se zobrazí. Je také možné zobrazit poměry <em>σ</em><em><sub>c,eq</sub></em><em>/σ</em><em><sub>lim</sub></em> a <em>ε/ε</em><em><sub>lim</sub></em><sub> </sub>, stejně jako plastické přetvoření, úroveň tříosé napjatosti <em>σ</em><em><sub>c3</sub></em><em>/σ</em><em><sub>lim</sub></em> a směr hlavních napětí v betonu. Všechny výsledky v části Pevnost se vztahují k meznímu stavu únosnosti.</p>\n<figure data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7d0e2c6-d03c-4716-88fc-74df1141a075/3D%20Detail%20in%2024.1_26.png\" data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" alt=\"\"></figure>\n<p>Materiály lze přepínat ve vlastnostech.&nbsp;</p>\n<figure data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/414b4dc0-2f7d-4cc7-97ec-81ad3beabf6b/3D%20Detail%20in%2024.1_27.png\" data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" alt=\"\"></figure>\n<p>Můžete si všimnout, že těsně pod tlačenou patní deskou je beton namáhán trojosým tlakem (hydrostatický tlak) a ekvivalentní hlavní napětí <em>σ</em><em><sub>c,eq</sub></em> je zde nulové. Přečtěte si prosím <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické základy</a>, kde je definováno napětí <em>σ</em><em><sub>c,eq</sub></em>. Nebo si můžete projít tento ověřovací článek, kde je tento jev vysvětlen a ověřen pomocí známého tri-axiálního testu.</p>\n<ul>\n  <li><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tříosé napětí – aktivní efekt omezení</strong></a></li>\n</ul>\n<p>Posudek <strong>Kotvení </strong>poskytuje informace o napětí ve spoji a celkové síle působící na výztuž a kotvy.</p>\n<figure data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d55d6e1a-a2fd-4d0b-952b-45f2d843dd87/3D%20Detail%20in%2024.1_31.png\" data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" alt=\"\"></figure>\n<p>V neposlední řadě si můžete v aplikaci prohlédnout <strong>Pomocné </strong>výsledky - hodnoty deformace, stupně vyztužení a tenzorové hodnoty betonu. První položka <strong>Deformace</strong> zobrazuje převýšené deformace nelineárního modelu MSÚ.</p>\n<figure data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dfe1125a-b913-44a9-a3c8-b9f9cf07771f/3D%20Detail%20in%2024.1_32.png\" data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" alt=\"\"></figure>\n<p><strong>Stupeň vyztužení</strong> zobrazuje hodnoty použité pro výpočet efektu Tahového ztužení (tension stiffening).</p>\n<figure data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d4c684-9763-4ef8-be1f-4640190d2f42/3D%20Detail%20in%2024.1_33.png\" data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" alt=\"\"></figure>\n<p>Tenzorové hodnoty v betonu umožňují zobrazit intenzity hlavních napětí v betonu a jejich směr.&nbsp;</p>\n<figure data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36dd29bb-58c1-4757-a5de-af9855d4b89d/3D%20Detail%20in%2024.1_34.png\" data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" alt=\"\"></figure>\n<p>Lze také použít rovinné řezy betonovým blokem pro zobrazení výsledků.</p>\n<figure data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6e196536-83ed-4dc9-a1f8-1d8c4e1d2bb4/3D%20Detail%20in%2024.1_35.png\" data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" alt=\"\"></figure>"
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            "value": "<h3>Úvod</h3>\n<p>Na začátku tohoto textu je potřeba definovat, k čemu je aplikace určena. V současné verzi jsou vyvinuty nástroje a je ověřeno řešení pouze pro <strong>kotvení ocelových konstrukcí v jednoduchých blocích z vyztuženého betonu.</strong></p>\n<p>Následující text je rozdělen do dvou částí: omezení aplikace a metody 3D CSFM samotné a omezení importu z IDEA StatiCa Connection.</p>\n<h3>Omezení aplikace Detail 3D</h3>\n<h4>Železobeton</h4>\n<p><strong>Metoda 3D CSFM není určena pro prostý nebo slabě vyztužený beton</strong>. V takovém případě může výpočet vést k zavádějícím výsledkům nebo divergenci nelineárního výpočtu.&nbsp;</p>\n<p>Více se dočtete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Hlavní důvod, proč je potřeba modelovat <strong>pouze vyztužený beton</strong>, je zanedbání tahové pevnosti betonu v použité výpočetní metodě 3D CSFM. Všechna tahová napětí tedy musí být přenesena výztuží.</p>\n<p>Dalším důvodem je, že v aplikaci IDEA StatiCa Detail 3D nejsou použity principy lomové mechaniky. Model nesimuluje explicitní šíření trhlin ani nevyužívá parametry betonu definované v lomové mechanice (G_f, K_IC, tvar lomové plochy). Beton je modelován jako tvárný materiál s vodorovnou plastickou větví v tlaku – jakmile je dosaženo mezního tlakového napětí, napětí zůstává konstantní a pouze deformace se dále zvyšují až do předepsané meze. V důsledku toho dokáže Detail 3D zachytit plastické přerozdělení napětí a deformací v D-oblastech, ale explicitně nemodeluje mechanismy křehkého porušení řízené lomovou mechanikou (např. čisté smykové porušení prostého betonu, nestabilní šíření jediné dominantní trhliny atd.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Závěrem lze říci, že modely musí splňovat definici železobetonu uvedenou v mezinárodních normách. Pokud dodržíte konstrukční definované v normách, obdržíte správné výsledky.&nbsp;</p>\n<h4>Mezní stav únosnosti</h4>\n<p>Všechny výpočty a posudky jsou implementovány&nbsp;<strong>pouze pro MSÚ</strong>. Definice materiálových modelů a způsob samotného výpočtu musí být u MSP odlišný. Tento rozdíl můžete vidět v Detailu ve 2D.&nbsp;</p>\n<h4>Tlakové změkčení (tzv. Compression softening)</h4>\n<p>Nejprve si definujme, co je to tlakové změkčení: Beton v tlaku ztrácí pevnost a tuhost, když je současně silně potrhaný v tahu, tj. když jsou přítomna velká příčná tahová napětí.</p>\n<p>V případech, kdy je únosnost určena tlačenou vzpěrou procházející silně potrhaným betonem, má Detail 3D tendenci nadhodnocovat únosnost (tj. být mírně nekonzervativní), pokud je výsledek interpretován přímo jako skutečná mezní únosnost.</p>\n<p>Z těchto důvodů je 3D modul zatím vhodný pouze pro posouzení únosnosti kotvení v jednoduchých železobetonových blocích.</p>\n<p>I když je možné modelovat například pilotové založení s využitím podpor na malé ploše, ověření není spolehlivé, protože změkčující efekt se stává významným, zejména u detailů souvisejících s protlačením. Stejná situace může nastat v případě tenké desky s na ní umístěným sloupem a v dalších podobných případech, kdy není prvek dostatečně vyztužen svislou výztuží.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Pro tyto situace je nutné implementovat změkčení betonu, které je v současnosti dostupné pouze v 2D modulu.&nbsp;<strong>Proto lze 3D modul použít pouze pro kontrolu porušení kolem kotev, kde tento efekt nemá vliv.</strong></p>\n<h4>Posouzení kotev</h4>\n<p>Prvek kotvy je definován tak, že je schopný přenášet osové tahové/tlakové síly stejně jako smykové síly, přičemž je zohledněna ohybová tuhost kotvy, jak je popsáno v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Podporujeme posudky dle příslušných norem (<strong>pouze EN</strong>), proto lze IDEA StatiCa Detail použít samostatně pro posouzení kotvení jako celku (kotvy, výztuž, beton).</p>\n<p>Implementované normy:&nbsp;<strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1.&nbsp;</strong></p>\n<p>Pro posouzení dalších komponent styčníku (svarů, plechů atd.) je potřeba použít IDEA StatiCa Connection, kde můžete provést i kompletní posouzení kotev pro prostý beton. Kotvení v Connection – spolu s aplikovanými silami – lze exportovat do Detailu pro další návrh výztuže.</p>\n<p>Pro <strong>ACI a australskou normu</strong> <strong>nejsou dosud implementovány</strong> normové posudky kotev ve smyku a ve smyku + tahu, proto je vždy nutné pro komplexní normové posudky kotev použít obě aplikace.</p>\n<h4>Překlopení</h4>\n<p>Pokud zadané zatížení způsobí překlopení modelu, model bude počítat až do divergence nebo dosažení kritéria. To obvykle trvá dlouho s následujícím výsledkem:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Zobrazuje se procento přeneseného zatížení před ztrátou stability modelu. V Doplňkových výsledcích je možné zobrazit extrémní deformace.</p>\n<p>Alternativní řešení: Doporučuje se nejprve vypočítat jakýkoli model s Násobkem výchozí velikosti sítě nastaveným na vysokou hodnotu (4-5). Tento násobek lze najít v Nastavení -&gt; Nastavení sítě. Výpočet proběhne rychle a &nbsp;vy budete moci zjistit, zda je problém v překlopení modelu nebo ne.</p>\n<p>Je potřeba zkontrolovat, zda je v zatížení zadána vlastní tíha betonového bloku, která případnému překlopení modelu může zabránit. Pozor, importem z aplikace Connection není vlastní tíha do modelu zadána automaticky, viz text dále.</p>\n<h3>Omezení importu z aplikace Connection</h3>\n<h4>Kontakty</h4>\n<p>Obecně není podporován import sil působících na základovou desku prostřednictvím <strong>kontaktu</strong> s jinou ocelovou deskou. To platí jak pro kontakt hrana-plocha, tak pro typy kontaktů plocha-plocha. Více si přečtěte <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"v tomto článku\">v tomto článku</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Kotvení bez patní desky</h4>\n<p>Pouze modely kotvené přes patní desku mohou být správně importovány do aplikace Detail. Pro modely, kde jsou prvky připojeny k betonovým blokům přímo&nbsp;(např. přes spodní pásnici), je plech prvku s kotvami importován bez zatížení, tj. nejsou importovány silové účinky ze svarů.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Vlastní tíha není přidána automaticky</h4>\n<p>Vlastní tíha není v importovaných zatěžovacích stavech automaticky zahrnuta, musí být dodatečně přidána uživatelem. To může hlavně ovlivnit případy kotvení k základovým patkám, kde neuvážení vlastní tíhy může vést ke ztrátě stability a k překlopení základu, jak je zmíněno v odstavci výše.</p>\n<h4>Nepodporované typy kotvení pro export do Detailu</h4>\n<p>Kotvy s hákem nejsou v Detailu podporovány. V exportovaném souboru bude místo nich použita kotva s podložkou.</p>\n<p>Podložka je modelována jako deskostěnový prvek přímo připojený k dříku kotvy a přenášející zatížení na beton výhradně prostřednictvím tlakového kontaktu. Podložka je modelována lineárně, bez plasticity, a není podrobena posudkům únosnosti. Vzhledem k tomu, že podél dříku je nulová pevnost v soudržnosti, veškeré zatížení se přenáší do betonu prostřednictvím podložky. Více o typech kotev naleznete v článku <a href=\"https://www.ideastatica.com/cz/podpora/jednotlive-kotvy-v-detailu\">Jednotlivé kotvy v Detailu</a>.</p>\n<h4>Nepodporované kombinace kotev</h4>\n<p>Aplikace Detail nepodporuje kombinování spřahovacích trnů nebo výztuže s jinými typy kotev. Tyto typy kotev nebudou zahrnuty do výstupu. Více informací o možnostech kotevních desek naleznete v článku <a href=\"https://preview.ideastatica.com/cz/podpora/moznosti-zadani-kotevni-desky\">Možnosti zadání kotevní desky</a>.</p>\n<h4>Kombinace importovaných zatížení a zatížení zadaných uživatelem</h4>\n<p><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu</strong>. Z důvodů popsaných v&nbsp;<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>. Kotvy se do Detailu naimportují tak, že nejsou s patní deskou propojené na osovou sílu (propojení na smyk je řízeno způsobem přenosu smyku). Pokud v Detailu vytvoříte zatížení aplikované na patní desku, je zřejmé, že zatížení z patní desky nebude do kotev přeneseno.</p>\n<p>Alternativní řešení: Zkopírujte importovanou Položku projektu, odstraňte všechna importovaná zatížení, propojte všechny kotvy s patní deskou na osovou sílu a poté můžete zadat nové zatížení.</p>\n<h4>Více betonových bloků</h4>\n<p>V aplikaci Detail je podporován<strong> pouze jeden betonový blok</strong>. Nicméně betonový blok může být upraven pomocí Negativního tělesa, Roviny řezu a operace Řez. Díky tomu je možné modelovat složitější tvary jako jsou podstavce, rozšíření základových pásů, kotvení v blízkosti otvorů atd.</p>\n<p>Je také možné importovat dva nezávislé betonové bloky z aplikace Connection, které se importují do aplikace Detail jako dvě položky modelu, jež lze dále upravovat pomocí operace Řez.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<h4>Více než jedna kotevní deska v bloku</h4>\n<p>Export více kotevních desek je podporován, ale <strong>nedoporučuje se importovat takzvané kotvení na hraně</strong>.&nbsp;</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>V aplikaci Connection je beton modelován zjednodušeným způsobem pomocí Winklerova podloží. Na druhou stranu je ocelová část nad betonovým blokem modelována podrobně se zohledněním plasticity materiálů. Pro detailnější posouzení železobetonu pod patní deskou je možné exportovat patní desku, kotvy a zatížení do aplikace Detail. Tam je beton modelován plasticky.</p>\n<p>Kotvy jsou exportovány rozpojené pro přenos osové síly a zatížení mezi nimi je nahrazeno dvojicí sil stejné velikost, ale opačného směru (právě kvůli chybějící tuhosti ocelové části nad patní deskou). Proto není možné, aby se osové síly v kotvách změnily, pokud se krycí vrstva v rohu betonového bloku stane plastickou (odprýskne se). Obdobně jsou svary patních desek exportovány rozpojené, přičemž spojení je nahrazeno stejnými, ale opačnými silami. Proto nemůže dojít ke změně napětí na svaru v případě plastizace betonového rohu.</p>\n<p>Z toho vyplývá, že po exportu, ačkoli jsou všechny síly působící na základní desky v rovnováze, nebudou splněny deformační podmínky.</p>\n<p><em>Platí to pro současnou verzi 25.1.2. Může se lišit v předchozích verzích, protože postupně pracujeme na odstranění těchto omezení. Více informací o každé verzi najdete v </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>novinkách k verzi</em></a><em>.</em><br>\n</p>"
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                            "value": "<h3>Úvod</h3>\n<p>3D Detail je v podstatě rozšířením stávající aplikace IDEA StatiCa Detail. Přidává nový typ Model 3D a s tím přichází i implementace metody pro výpočet napěťových polí ve 3D prostoru nazvané 3D CSFM. Výpočty a posudky jsou implementovány pro mezní stav únosnosti.</p>\n<p>Než se pustíme do popisu funkcionalit 3D Detailu, bude dobré upozornit na existenci teoretických základů, kde si můžete přečíst více technických detailů o jednotlivých entitách modelu a samotných výpočtech.</p>\n<ul>\n  <li><a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>IDEA StatiCa Detail – Konstrukční návrh betonových 3D nespojitostí</strong></a></li>\n</ul>\n<p>V prvním kroku si uživatel může na úvodní obrazovce (v průvodci) vybrat nový typ modelu, kde je k dispozici několik šablon, včetně obecné možnosti zadat model od začátku.</p>\n<figure data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b625d4c-9842-4ccc-b10b-89a82bceb111/3D%20Detail%20in%2024.1_1.png\" data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" alt=\"\"></figure>\n<p>Stejně jako u 2D modelů je možné i ve 3D variantě upravit počáteční nastavení v pravé části, jako je Norma návrhu, Materiály a Krytí betonu.</p>\n<p>Po vytvoření ať už prázdného modelu nebo modelu ze šablony jsou k dispozici možnosti známé z prostředí 2D modelování.</p>\n<p>Možnosti pro práci s více Položkami projektu najdete na horním pásu karet, stejně jako nyní standardní tlačítka Zpět/Znovu, možnosti zobrazit Popisy, ovládací prvky pro Obrázky, nastavení Výpočtů a ovládací prvky pro správu Šablon.</p>\n<figure data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d987045a-993e-403c-b17c-e48903b0005a/3D%20Detail%20in%2024.1_3.png\" data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" alt=\"\"></figure>\n<p>Inicializuje se také strom, jehož první položka, ve výchozím nastavení DRM1, obsahuje výchozí nastavení pro aktuální položku projektu. Nad stromem najdete nástroje pro manipulaci s modelem.</p>\n<figure data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3381341d-56a3-49bf-b78c-dff47f501a72/3D%20Detail%20in%2024.1_4.png\" data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" alt=\"\"></figure>"
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                                                    "value": "<h3>Posouzení kotvení v aplikaci Connection</h3>\n<p>Již nějakou dobu lze v aplikaci IDEA StatiCa Connection modelovat a posuzovat kotvení ocelových nosníků/sloupů do betonového bloku. Do nedávno vydané verze 24.1 byla přidána možnost modelování kotev s háky. Pro posouzení různých způsobů porušení kotev a betonu se používají empirické vzorce z Eurokódu (EN 1992-4 a EN 1993-1-8). Vzhledem k chybějícím informacím o některých typech kotev a skutečnosti, že výztuž v betonovém bloku nelze zohlednit, však nelze některé způsoby porušení plně posoudit. Uživatel však je na tuto skutečnost upozorněn.</p>\n<figure data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9755e4c-244b-4015-b72f-e003fede656d/landing_page_1.png\" data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" alt=\"\"></figure>\n<h3>Aplikace 3D Detail</h3>\n<p>Dříve musel uživatel u některých způsobů porušení doplňovat chybějící posudky sám ručními výpočty. Aby se tyto nedostatky odstranily, je nyní možné<strong> exportovat model z aplikace Connection do aplikace 3D Detail.</strong> To zahrnuje přenesení geometrie a parametrů betonového bloku, patní desky a kotev včetně působícího zatíženi. V aplikaci 3D Detail je pak možné do betonového bloku domodelovat výztuž a provést nelineární výpočet metodou konečných prvků (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>Posudky pak nejsou založeny na standardních vzorcích Eurokódu, ale je posouzeno přímo napětí a přetvoření v betonu a ve výztuži stanovené se zohledněním normových charakteristik materiálů.</p>\n<p>V rámci webináře vám na praktické ukázce představíme celý pracovní postup posouzení kotvení a vysvětlíme speficika modelování.</p>\n<h3>A co dál?</h3>\n<p>Přečtěte si více o normovém posouzení kotvení v aplikacích IDEA StatiCa:</p>\n<ul>\n  <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">Propojení IDEA StatiCa Checkbot s Hilti PROFIS</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Teoretické základy výpočtu kotvení v aplikaci IDEA StatiCa Connection</a></li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do 3D Detailu</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h3>Záznam webináře</h3>"
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                                                    "value": "<p>Pevnost v soudržnosti, která se zadává u prvku <strong>Jedna kotva</strong> v Detailu 3D je <strong>návrhová hodnota</strong> pevnosti v soudržnosti lepené (dodatečně instalované) kotvy. Jedná se o klíčový parametr pro návrh kotvení v Detailu 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>Z hlediska EN 1992-4 můžeme návrhovou pevnost v soudržnosti definovat jako τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub>&nbsp;</p>\n<p>γ<sub>Mp</sub>&nbsp; je dílčí součinitel bezpečnosti definovaný v tabulce 4.1 v EN 1992-4</p>\n<p>γ<sub>mp</sub> = γ<sub>mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1,5</p>\n<p><strong>γ</strong><strong><sub>inst&nbsp; </sub></strong>- součinitel zohledňující citlivost dodatečně instalovaných kotev na podmínky při instalaci. Lze nalézt v příslušných evropských technických specifikacích pro konkrétní produkt.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> &nbsp;- je charakteristická pevnost v soudržnosti dodatečně lepené kotvy. &nbsp;Závisí na pevnosti, třídě betonu a stavu betonu – popraskaný vs. nepopraskaný. Lze jej nalézt v certifikátu pro lepící chemickou maltu, například ETA – European Technical Assesment.</p>\n<h3>Příklad</h3>\n<p>Mějme dodatečně lepenou kotvu ze závitové tyče M12&nbsp;a maltu Hilti HIT-HY 200-A V3. Otvor je vyvrtán příklepem. Kotva se instaluje za sucha do betonu C20/25 s trhlinami . Projektovaná životnost je 50 let.</p>\n<p>Nejprve musíme přejít na webovou stránku produktu HIT-HY 200-A <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">zde</a>. Hledáme ETA dokument. Přejděte do části <strong>Technical data</strong> a otevřete dokument PDF Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Na straně 3 tohoto dokumentu naleznete odkazy na příslušné dokumenty ETA.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Otevřete dokument ETA-19/0601, který je pro nás relevantní. Odkaz v prvním řádku tabulky.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>V tabulce C1 tohoto dokumentu naleznete údaje pro <strong>τ</strong><strong><sub>Rk</sub></strong> - charakteristická pevnost v soudržnosti. Konzervativně pro teplotní rozsah II, v našem případě τ<sub>Rk</sub> = 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>V tabulce C1 dokumentu naleznete také relevantní γ<sub>inst </sub>. V našem případě γ<sub> inst</sub> = 1,0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>Konečná hodnota návrhové pevnosti v soudržnosti&nbsp;je τ<sub>Rd</sub> = 8,0 /(1,5x1,0) = 5,3 MPa.&nbsp;</p>\n<p><br>\n</p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n63e88226_a2a8_01a1_1e77_fd408ae10ab1\"></object>"
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                                                            "value": "<h3>Zařízení&nbsp;pro přenos zatížení</h3>\n<p><strong>Zařízení pro přenos zatížení</strong> obsahují dvě entity: patní desku a kotvu. Začněme patní deskou. Chcete-li určit její umístění na betonovém bloku, je nutné vybrat referenční povrch a hranu. Ty definují počátek souřadnic, ze kterých se měří vzdálenosti X a Y. K dispozici jsou dvě možnosti definice tvaru, obdélníkový a polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>Patní deska je spojena s betonovým prvkem kontaktem, který přenáší tlaková napětí, a pokud se uživatel rozhodne, může přenášet i smyková napětí. Lze vybrat tři mechanismy přenosu smyku:</p>\n<ul>\n  <li><strong>třením</strong></li>\n  <li><strong>pomocí kotev</strong></li>\n  <li><strong>pomocí smykové zarážky</strong></li>\n</ul>\n<p>Software neumožňuje tyto mechanismy přenosu smyku kombinovat.</p>\n<p>Při přenosu třením je třeba zadat návrhovou hodnotu součinitele tření. Pro variantu přenosu pomocí smykové zarážky je třeba zadat ocelový profil včetně geometrie a polohy.</p>\n<p>Patní deska může přenášet buď bodové zatížení, nebo skupinu sil. Pro bodové zatížení lze model zatížit šesti vnitřními silami (Fx, Fy, Fz, Mx, My a Mz) v libovolné poloze na patní desce. U skupiny sil mohou uživatelé zadávat polohy, intenzity a směry sil do tabulky, což umožňuje obecné umístění na patní desce. Je důležité zmínit, že patní deska je bodově zatížená a nemá na horní straně přivařenou žádnou výztuhu ani ztužijící prvek. Pro správné rozložení zatížení je tedy důležité použít relativně tuhou desku s poměrně velkou tloušťkou.&nbsp;</p>\n<p>Druhé zařízení pro přenos zatížení, kotvu, lze přidat a propojit s patní deskou a vytvořit tak například detail kotvení sloupu pomocí čtyř kotev (viz obrázek níže). Je také možné modelovat samostatné kotvy bez patní desky.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>Více informací o propojení s patní deskou naleznete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Z hlediska polohy a geometrie jsou kotvy vztaženy k povrchu a hraně bloku, včetně určení relativní polohy jako u patní desky. Samozřejmě je možné specifikovat délku kotvy v betonu a délku nad betonovou plochou.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>Kotvy jsou implementovány ve dvou variantách:</p>\n<ul>\n  <li>Na místě zabetonovaná výztuž</li>\n  <li>Lepená kotva</li>\n</ul>\n<p>Pro na místě zabetonovanou výztuž se používá mezní napětí v soudržnosti podle EN 1992-1-1 kap. 8.4.2. Kromě toho je možné pro tento typ kotvy určit Způsob kotvení stejně jako pro běžnou výztuž.</p>\n<p>U lepených kotev je možné přímo zadat Pevnost vazby (soudržnost), kterou si uživatel může zjistit např. z technického listu nanesené lepicí malty. Je důležité poznamenat, že <strong>je nutné zadat návrhovou hodnotu mezního napětí v soudržnosti</strong>.</p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>Podrobný popis chování vzájemného propojení kotvy a patní desky je popsán v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>"
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                                                                    "value": "<p>Eurokód specifikuje několik způsobů porušení kotev a betonových patek a dále je dělí podle typu zatížení. <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">V IDEA StatiCa Connection</a> jsme dosud mohli kotvy posoudit, ale s určitými omezeními bylo nutné hodnocení provádět ručně.&nbsp;</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Současně nebylo možné počítat s vyztužením betonových bloků. To se nyní mění s aplikací IDEA StatiCa 3D Detail, která přidává další možnosti. IDEA StatiCa 3D Detail nenabízí posouzení tak, jak jsme zvyklí v normě, která definuje posouzení prostého betonu. Pomocí MKP analýzy nyní můžeme ověřit, že železobeton bude vyhovovat zadanému zatížení a bude zabráněno porušení betonu, které by tomuto zatížení odpovídalo. Aplikace fungují a lze je používat samostatně, ale díky <a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">propojení mezi aplikacemi Connection a 3D Detail</a> je možné 3D Detail používat i jako doplňkový výpočet v případě nevyhovujícího posouzení v aplikaci Connection.&nbsp;</p>\n<p>Nyní si projděme podmínky Eurokódu jednu po druhé a možnosti, které nám aplikace nabízejí.&nbsp;</p>\n<h2>Tahová síla</h2>\n<p>Eurokód rozděluje první typ zatížení (<strong>tahovou sílu</strong>) na 6 způsobů porušení kotvy nebo betonového bloku (a, b, c, d, e, f) a další dva pro vyztužené patky (g, h).&nbsp;</p>\n<p>Na obrázku níže schématicky vidíte, jaký typ porušení můžete pomocí aplikace Connection posoudit a jaké chování lze použitím železobetonu, a tedy analýzou v 3D Detailu, pokrýt. IDEA StatiCa Connection používá pro návrh kotev <strong>(CBFEM) </strong>empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.1)<strong>,</strong> zatímco IDEA StatiCa 3D Detail je zcela založena na metodě konečných prvků <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM).</strong></a> Některé možnosti posouzení se tedy v obou aplikacích překrývají, ale vždy jinou metodou.&nbsp;</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Z povahy metod implementovaných v aplikacích vyplývá, že v aplikaci Connection lze uvažovat pouze prostý beton, zatímco <strong>v 3D Detailu lze uvažovat pouze železobetonové patky</strong>.&nbsp;</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Hlavní předpoklady a omezení analýzy pro IDEA StatiCa 3D Detail jsou uvedeny v článku <a href=\"https://www.ideastatica.com/cz/podpora/znama-omezeni-pro-3d-detail\">Známá omezení pro 3D Detail</a>.</p>\n<h4>a) Porušení&nbsp;oceli kotvy</h4>\n<p>V obou aplikacích se ověřuje samotné porušení oceli u tahem zatížených kotev. Pevnost kotvy v tahu se v aplikaci Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>V aplikaci Detail jsou kotvy kontrolovány podle vybraného Eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1.&nbsp;</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>V 3D Detailu se kotvy posuzují jako běžná výztuž podle pracovních diagramů definovaných pro jednotlivé materiály, přičemž se používá hodnota mezního přetvoření&nbsp;maximálně 5% (vypočteno na základě vlivu tahového ztužení).</p>\n<h4>b) Vytržení betonového kužele&nbsp;</h4>\n<p>Vytržení betonového kužele se v aplikaci Connection ověřuje dle níže uvedeného vzorce, posuzuje se však pouze <strong>prostý beton</strong>.&nbsp;</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Proto v případě, že betonový kužel selže, je vhodné přistoupit k IDEA StatiCa 3D Detail, kde je provedena analýza betonového bloku včetně jeho vyztužení. Pevnost betonu v tahu je konzervativně zanedbávána, což znamená, že únosnost při porušení kužele je do značné míry určena stanoveným množstvím výztuže. Na obrázku níže můžete vidět <strong>směry hlavních tlakových napětí</strong>. V pravé části vidíte hodnoty napětí v betonu, které jsou porovnány s mezními hodnotami.&nbsp;</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>&nbsp;c) Vytažení kotvy</h4>\n<p>Tento posudek je v aplikaci Connection proveden pouze pro určité případy (viz první obrázek v tomto článku). U dodatečně instalovaných mechanických kotev je nutné dodatečné posouzení.&nbsp;</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>V 3D Detailu je možné nastavit tzv. <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lepené kotvy</a> a specifikovat návrhovou pevnost v soudržnosti podle jejich technických parametrů. Jak stanovit napětí v soudržnosti je uvedeno v článku&nbsp;<a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>. Na základě těchto parametrů se pak kotvy ověří. (Platí pouze pro železobeton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Kombinace vytažení a porušení betonu u lepených kotev</h4>\n<p>Toto porušení lze zjistit pouze v aplikaci 3D Detail, kde se pomocí metody 3D CSFM posuzují napětí v betonu a kotevní plochy. Kombinovaný mechanismus vytažení a porušení betonu je v 3D Detailu založen na výše definovaných principech a jeho posouzení je součástí kontroly pevnosti betonu a kotvení. (Platí pouze pro železobeton.)</p>\n<h4>e) Rozštěpení betonu</h4>\n<p>V aplikaci Connection není tento způsob porušení možné posoudit. Porušení rozštěpení roznášecí oblasti betonu je obvykle problémem prostého betonu, kde použití výztužení zabraňuje jeho výskytu, proto posouzením vyztužené patky v 3D Detailu je toto porušení automaticky zohledněno. Zároveň je možné v aplikaci Detail zobrazit napětí a přetvoření jak tažené/tlačené výztuže, tak betonu v tlaku.&nbsp;</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Odprýsknutí betonu</h4>\n<p>U prostého betonu je v aplikaci Connection zaveden empirický posudek podle Eurokódu.&nbsp;</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>U vyztužených prvků je možné použít 3D Detail. Porušení betonu při odprýsknutí povrchu betonu je zahrnuto v pevnostní analýze betonu, kde jsou tahová napětí přenášena pouze výztuží (jak již bylo několikrát zmíněno výše).</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených betonových bloků je vyžadováno posouzení přídavné výztuže. Porušení výztuže a kotvy je součástí posouzení výztuže v 3D Detailu.&nbsp;</p>\n<p><strong>g) Porušení oceli výztuže</strong></p>\n<p><strong>h) Porušení kotvení výztuže</strong></p>\n<h2>Zatížení smykem</h2>\n<p>Eurokód rozděluje druhý typ zatížení (<strong>smykovou sílu</strong>) na 4 možné případy porušení kotvy nebo betonového bloku (a, b, c, d) a další dva pro vyztužené patky (e, f).&nbsp;</p>\n<p>Na obrázku níže je <strong>schématicky</strong> znázorněno, jaký typ porušení můžete posoudit pomocí aplikace Connection a také jaké chování lze použitím železobetonu, a tedy i analýzou v 3D Detailu, pokrýt.&nbsp;IDEA StatiCa Connection používá empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.2) <strong>pro návrh kotev </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM).</strong></a> Všechny typy poruch způsobených smykovou silou jsou pokryty v aplikaci Connection. &nbsp;</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>Opět je třeba zdůraznit, že je vyžadován pouze železobeton.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<h4>a) Porušení oceli kotvy, síla bez ramene</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla nepůsobí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>V Detailu jsou kotvy opět posuzovány dle vybraného eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1. U starších verzí uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>b) Porušení oceli kotvy, síla na rameni</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla působí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>Výše uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>c) Vylomení betonu</h4>\n<p>Vylomení betonu smykem zatížených kotev se ověřuje pouze v Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>Smyková únosnost betonu zatíženého třením na styký s patním plechem se pak posuzuje v aplikaci 3D Detail.&nbsp;</p>\n<h4>d) Porušení okraje betonu</h4>\n<p>Porušení okraje betonu u kotvy zatížené smykem se v aplikaci Connection ověřuje pouze pro prostý beton. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Porušení okraje betonu vyztuženého bloku vlivem působení smykové síly lze v aplikaci 3D Detail posoudit.</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených základů je vyžadováno posouzení přídavné výztuže. Porušení výztuže oceli a kotvení je součástí posouzení výztuže v IDEA StatiCa 3D Detail.&nbsp;</p>\n<p><strong>e) Porušení oceli přídavné výztuže</strong></p>\n<p><strong>f) Porušení kotvení přídavné výztuže</strong></p>\n<h2>Závěr</h2>\n<p>Nejvýznamnější výhodu použití aplikace 3D Detail lze nalézt v případech, kdy pro dané zatížení nevyhovuje prostý beton, je nutné zohlednit přídavnou výztuž nebo při posudcích vzájemně se ovlivňujících skupin kotev, které nejsou normou spotihnuty. Všimněte si, že kotvy a smykové zarážky je třeba i nadále posuzovat v aplikaci Connection, ale společně tyto dva softwarové nástroje poskytují komplexní řešení.</p>\n<p>Vzhledem ke způsobu a způsobu provedení aplikace <strong>je 3D Detail vhodný pouze pro vyztužené základy.</strong>&nbsp;</p>\n<p><br>\n</p>"
                                                                  },
                                                                  "regions": {
                                                                    "name": "Region",
                                                                    "type": "taxonomy",
                                                                    "value": [
                                                                      {
                                                                        "name": "CZ/SK",
                                                                        "codename": "cz_sk"
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                                                                    ],
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                                                                            "value": "<p>V IDEA StatiCa Connection lze modelovat a posoudit kotvení v betonovém bloku. Někdy může být užitečné nebo dokonce nezbytné betonový blok vyztužit. Tato funkce bohužel v aplikaci Connection není k dispozici.&nbsp;</p>\n<p>S rozvojem <strong>3D Detailu (BETA),</strong> zaměřeného na kotvení do betonových bloků a analýzu jak kotvících prvků, tak samotného betonového bloku, však máme řešení. Mimo to je vytvořeno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c234ef5c-995b-428f-86c3-828974d8c89e/import3.png\" data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu, mohou pouhým kliknutím na tlačítko importovat svůj model z aplikace Connection do pokročilého 3D Detailu (BETA).</strong></p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export z aplikace Connection je povolen pouze pro třídu Kotvení. Pokud v modelu není žádný betonový blok, tlačítko Detail na kartě Export je deaktivováno.</li>\n  <li>Model v aplikaci Connection je potřeba spočítat. Pokud nejsou k dispozici výsledky, ikona exportu je deaktivována s popiskem: \"Nejprve musíte spočítat svůj model.\"</li>\n  <li>Po výpočtu modelu kotvení je tlačítko exportu povoleno.&nbsp;</li>\n</ul>\n<h3>Jak exportovat kotvení z aplikace Connection do 3D Detailu?</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a model nechte spočítat.</p>\n<figure data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77ac3bc7-d6eb-48cd-8ab6-9f0bd64e385a/import1.png\" data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" alt=\"\"></figure>\n<p>Pokud jsou výsledky k dispozici, export je povolen. Kliknutím na tlačítko \"Detail\" na kartě Export se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru v 3D Detailu.</p>\n<figure data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75b2b536-c7f4-42d2-a89c-2d873b58ef40/import2.png\" data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\" alt=\"\"></figure>\n<p>Po úspěšném exportu se vytvoří projekt v 3D Detailu. <strong>Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do aplikace 3D Detail.</strong> Plošná podpora umístěná na spodním povrchu betonového bloku se vytvoří automaticky.</p>\n<figure data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb5a88a8-9c8a-43ee-97a5-f7c93e84e934/import5.png\" data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" alt=\"\"></figure>\n<p>Nejsložitější částí tohoto procesu je export zatížení. <strong>Pro každý spočtený účinek zatížení v aplikaci Connection se v 3D Detailu automaticky vytvoří příslušný zatěžovací stav a kombinace MSÚ.</strong></p>\n<figure data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f76c00-d18c-40da-9fe4-ccc31af3c6d6/import4.png\" data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" alt=\"\"></figure>\n<ul>\n  <li>Patní deska je zatížena <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>skupina sil.</strong></li>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatěžovány bodovým zatížením. Kotva přenáší pouze tlak a tah. Smyk se přenáší třením mezi betonovým blokem a patní deskou.&nbsp;</li>\n</ul>\n<p>Při importu modelu z aplikace Connection se zatížení vytvoří automaticky. Zatížení kotev je na scéně znázorněno dvojicí šipek v opačném směru.&nbsp;</p>\n<ul>\n  <li>Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy.&nbsp;</li>\n  <li>Druhá šipka představuje tlakovou sílu působící na patní desku.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Pro zatížení samotné patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky získané z modelu kotvení v aplikaci Connection.</p>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<p>Posledním krokem je přidat výztuž do betonového bloku a následně model vypočítat.&nbsp;</p>\n<p><em>Poznámka: Posouzení v 3D Detailu je v současnosti možné provést pouze podle evropských norem.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7837b25_d48e_01ed_b800_867da1b9516a\"></object>\n<p>Více o 3D Detailu jako řešení kotvení do betonu najdete v <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatném článku s poznámkou k vydání</a>.</p>\n<p>Jestliže vaše licence neobsahuje aplikaci Detail, využijte příležitosti a <a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\" data-new-window=\"true\" title=\"get the free Detail testing module\" target=\"_blank\" rel=\"noopener noreferrer\">získejte zdarma testovací modul Detailu</a> s plnou funkcionalitou.</p>\n<p>Vydáno v IDEA StatiCa verzi 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. 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Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. 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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e7a8da0_455f_0101_591f_bc545f1dceb8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n588522c9_7b99_01cd_1062_0fa36aa858bc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e9a272df_fe61_01a0_fb34_5b1e78353eae\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ecd19d3d_3a3e_01e5_a62e_8d47c5eb4bba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c68a16c2_29f5_0161_0f3e_b64dc9f5b683\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd49d225_437c_01fe_80a0_e244844e3de5\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released&nbsp;Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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                                                                                                    "name": "Region",
                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
                                                                                                      {
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                                                                                                        "codename": "cz_sk"
                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
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                                                                                                        "name": "Steel",
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                                                                                                      },
                                                                                                      {
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member design",
                                                                                                        "codename": "member_design"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Reinforced concrete",
                                                                                                        "codename": "reinforced_concrete"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Prestressed concrete",
                                                                                                        "codename": "prestressed_concrete"
                                                                                                      },
                                                                                                      {
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                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [],
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                                                                                                    "type": "taxonomy",
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                                                                                                        "codename": "connection"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 2D",
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member",
                                                                                                        "codename": "member"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Checkbot",
                                                                                                        "codename": "checkbot"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Viewer",
                                                                                                        "codename": "viewer"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "RCS",
                                                                                                        "codename": "rcs"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "IDEA Open Model (API)",
                                                                                                        "codename": "idea_open_model__api_"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "AISC (USA)",
                                                                                                        "codename": "aisc"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "EN (Eurocode)",
                                                                                                        "codename": "eurocode"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "BIM link",
                                                                                                        "codename": "bim_links"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Beam",
                                                                                                        "codename": "beam"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 3D",
                                                                                                        "codename": "detail_3d"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.0",
                                                                                                        "codename": "n23_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.1",
                                                                                                        "codename": "n23_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.0",
                                                                                                        "codename": "n24_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.1",
                                                                                                        "codename": "v24_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v25.0",
                                                                                                        "codename": "v25_0"
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                                                                                                    "type": "modular_content",
                                                                                                    "value": [
                                                                                                      "landing_page___downloads",
                                                                                                      "plugins"
                                                                                                    ],
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                                                                                                        "elements": {
                                                                                                          "title": {
                                                                                                            "name": "Main headline (H1)",
                                                                                                            "type": "text",
                                                                                                            "value": "Produkty ke stažení"
                                                                                                          },
                                                                                                          "subtitle": {
                                                                                                            "name": "Subtitle",
                                                                                                            "type": "text",
                                                                                                            "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                                                                                                          },
                                                                                                          "breadcrumbs_page_title": {
                                                                                                            "name": "Breadcrumbs page title",
                                                                                                            "type": "text",
                                                                                                            "value": ""
                                                                                                          },
                                                                                                          "breadcrumbs_parent": {
                                                                                                            "name": "Breadcrumbs parent",
                                                                                                            "type": "modular_content",
                                                                                                            "value": [],
                                                                                                            "linkedItems": []
                                                                                                          },
                                                                                                          "content": {
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                                                                                                              "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                                                                                                              "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                                                                                                              "untitled_content_item_ce63361",
                                                                                                              "test___collapsible_widget",
                                                                                                              "untitled_content_item_f3cd022"
                                                                                                            ],
                                                                                                            "linkedItems": [
                                                                                                              {
                                                                                                                "elements": {
                                                                                                                  "title": {
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                                                                                                                    "type": "text",
                                                                                                                    "value": "Aktuální verze"
                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                    "linkedItems": [],
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                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
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                                                                                                                      "untitled_content_item_8de7457"
                                                                                                                    ],
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                                                                                                                  "content_bottom": {
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                                                                                                                    "links": [
                                                                                                                      {
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                                                                                                                        "linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
                                                                                                                        "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                                                                                                        "type": "support_center_article"
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                                                                                                                      {
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                                                                                                                        "urlSlug": "opravene-chyby-v-patchich-idea-statica",
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                                                                                                                      {
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                                                                                                                    "name": "Description after",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
                                                                                                                  },
                                                                                                                  "translation__ai_translated": {
                                                                                                                    "name": "AI translated",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                },
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                                                                                                                  "collection": "default",
                                                                                                                  "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "language": "cs-CZ",
                                                                                                                  "lastModified": "2025-12-15T16:21:03.6402035Z",
                                                                                                                  "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "sitemapLocations": [],
                                                                                                                  "type": "widget_downloads_list",
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                                                                                                              {
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                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
                                                                                                                    "value": [
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                                                                                                                  },
                                                                                                                  "content_top": {
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                                                                                                                    "linkedItemCodenames": [],
                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                                                                                                                  },
                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
                                                                                                                    "type": "modular_content",
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                                                                                                                      "test___download_block",
                                                                                                                      "test___download_block_2",
                                                                                                                      "download___idea_statica_older_version_b__copy__dad1ff5",
                                                                                                                      "download___idea_statica_older_version_b__copy_"
                                                                                                                    ],
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                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "region"
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                                                                                                                    "name": "Translation Connector",
                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "languages"
                                                                                                                  },
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
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                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "translation__ai_translated": {
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                                                                                                                  "language": "cs-CZ",
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                                                                                                                  "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
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                                                                                                          },
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                                                                                                            "linkedItems": [],
                                                                                                            "links": [],
                                                                                                            "name": "Shared content",
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                                                                                                          "design": {
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                                                                                                          "metadata__page_title": {
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                                                                                                            "type": "text",
                                                                                                            "value": "Ke stažení"
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                                                                                                            "name": "Page description",
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                                                                                                        },
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                                                                                                          "language": "cs-CZ",
                                                                                                          "lastModified": "2025-12-15T16:21:03.6402035Z",
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                                                                                                          "sitemapLocations": [],
                                                                                                          "type": "landing_page",
                                                                                                          "workflowStep": "published",
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                                                                                                  },
                                                                                                  "attachments__files": {
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                                                                                                    "type": "asset",
                                                                                                    "value": []
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                                                                                                    "name": "Content priority value",
                                                                                                    "type": "number",
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                                                                                                  },
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                                                                                                    "name": "Options",
                                                                                                    "type": "multiple_choice",
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                                                                                                        "codename": "show_navigation"
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                                                                                                    "type": "custom",
                                                                                                    "value": "[\"opravene-chyby-v-patchich-idea-statica\",\"[autogenerated]\"]"
                                                                                                  },
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                                                                                                        "codename": "default"
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                                                                                                    ]
                                                                                                  },
                                                                                                  "content_settings__robots": {
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                                                                                                  },
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                                                                                                    "name": "Hidden nested content",
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                                                                                                  },
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                                                                                                    "type": "text",
                                                                                                    "value": "Opravené chyby v IDEA StatiCa"
                                                                                                  },
                                                                                                  "metadata__page_description": {
                                                                                                    "name": "Page description",
                                                                                                    "type": "text",
                                                                                                    "value": "Seznam vyřešených dotazů podle hlášení našich zákazníků. Nejedná se o kompletní seznam, ale o přehled hlavních vyřešených problémů. "
                                                                                                  },
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                                                                                                    "name": "Page keywords",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "name": "Canonical URL",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "type": "text",
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                                                                                    "value": "<p>IDEA StatiCa představuje Detail (<strong>3D Beta</strong>) pro řešení 3D úloh, jako je kotvení do betonových bloků. Toto řešení umožňuje provést posouzení bez přílišného zjednodušení a získat posudky na základě mezního stavu únosnosti (MSÚ).&nbsp;Metoda implementovaná v IDEA Statica Detail (<strong>3D Beta</strong>) je založena na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">již osvědčené metodě kompatibilního napěťového pole</a>, která byla upravena tak, aby byla schopna řešit 3D problémy (tříosé napětí). Také základní prvek je upraven do třetího rozměru. Základním prvkem představujícím beton je \"betonový blok\" a lze jej deformovat ve všech třech směrech. Abychom umožnili vytvořit komplexní model patek, implementovali jsme entity, jako je <strong>plošná podpora</strong>,<strong> patní deska, kotvy</strong> a <strong>další</strong>. Všechny tyto entity, stejně jako jejich funkčnost, jsou popsány v následujícím článku.</p>\n<h3>Betonový blok</h3>\n<p>Patky lze modelovat díky typu dílce nazvanému \"<strong>Betonový blok</strong>\", jehož geometrii lze definovat dvěma způsoby:</p>\n<ul>\n  <li><strong>Obdélníkový tvar</strong> – Tato možnost je vhodná pro definování patky s obdélníkovou základnou a konstantní výškou. Definování odsazení pro všechny strany bloku také umožňuje modelovat šikmé patky.</li>\n</ul>\n<figure data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d9cfe95-80ea-408c-8159-18deb52c0b4f/uls1.png\" data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" alt=\"\"></figure>\n<ul>\n  <li><strong>Polygonální základna s definovanou výškou</strong> – Druhou možností, jak definovat tvar patky, je definice základního tvaru jako obecného mnohoúhelníku. Není však možné vytvořit šikmou patku, jak je popsáno v předchozí možnosti.</li>\n</ul>\n<figure data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26742aa8-eec3-4d0e-bbeb-aa0577d162e3/uls2.png\" data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" alt=\"\"></figure>\n<h3>Plošné podpory</h3>\n<p>Plošné podepření je jediný možný typ podpory, který lze pro objemový model definovat. Existují dvě možnosti definice tvaru – může být definován buď pro <strong>celou plochu</strong>, nebo jako obecnou plochu, jejíž obrys je určen <strong>křivkou</strong>.</p>\n<figure data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3776949b-ff36-4da3-a846-d657d21c5e86/uls3.png\" data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" alt=\"\"></figure>\n<p>Výhodou plošného podepření je možnost <strong>definovat tuhost a nastavit nelineární chování</strong>, které simuluje kontakt s podložím. Podpory definované obecným tvarem (křivkou) lze použít k simulaci pilot.</p>\n<h3>Zařízení pro přenos zatížení</h3>\n<p>Speciálně pro kotvení byly vyvinuty dva prvky pro přenos zatížení:</p>\n<ul>\n  <li><strong>Patní deska</strong> – Tvar patní desky může být definován jako obdélník nebo obecná křivka. Patní desku lze modelovat s částí sloupu (volba \"Přenos zatížení – sloup\") nebo bez sloupu (volba \"Přenos zatížení – Síly\"). Je-li zvolena &nbsp;možnost \"Přenos zatížení – Síly\", zadefinované zatížení se aplikuje přímo na patní desku. Když je definován ocelový sloup (svým průřezem a délkou), zatížení se aplikuje na horní část sloupu a jeho tuhost pomáhá správně rozložit napětí na základovou desku.</li>\n</ul>\n<figure data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/35bb189e-a836-430d-9510-b31dae550eaf/uls5.png\" data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" alt=\"\"></figure>\n<figure data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25d2a21f-306c-45fc-9cd3-bf10f8a5e977/uls4.png\" data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" alt=\"\"></figure>\n<ul>\n  <li><strong>Jednoduchá kotva</strong> - Jednoduchá kotva je 1D prvek umožňující přenos osového zatížení. Kotva může být automaticky propojena s patní deskou nebo může být zatížena přímo bodovým zatížením*.</li>\n</ul>\n<figure data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be305cad-d537-4b18-9d4a-0b21ac2dc7dd/uls6.png\" data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" alt=\"\"></figure>\n<p>*<em>V BETA verzi platí několik omezení pro kotvy.&nbsp;</em></p>\n<p><em>Kotva přenáší pouze tlak a tah. Smyk, pokud je importován z přípoje, je přenášen třením mezi betonovým blokem a patní deskou. Na kotvu lze působit pouze osovou silou.&nbsp;</em></p>\n<h3>Zatížení</h3>\n<p>Pro snadné použití bylo nezbytné přidat <strong>skupinu sil </strong>a<strong> plošné zatížení</strong>. Celkem podporujeme tři typy zatížení:</p>\n<figure data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7f332b0-8e2c-491c-b533-15d9bb470c81/uls7.png\" data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" alt=\"\"></figure>\n<ul>\n  <li><strong>Plošná zatížení</strong> – Plošné zatížení lze aplikovat na jakýkoli betonový povrch. Může být aplikován na celou plochu nebo jen na její část na určitou plochu, která je určena jejím obrysem (křivkou).</li>\n  <li><strong>Bodové zatížení</strong></li>\n  <li><strong>Skupina sil </strong>– Skupina sil je entita, která definuje několik bodových zatížení působících jako skupina. Může být aplikován na základovou desku nebo na betonový povrch. Tento typ zatížení lze použít k simulaci sil ve svarech, které přenášejí napětí ze sloupu na patní desku.</li>\n</ul>\n<figure data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/280c19c8-1a3a-434b-92b8-a780f5124d54/uls8.png\" data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" alt=\"\"></figure>\n<h3>Výztuž</h3>\n<p>Byl vyvinut nový typ výztuže, který umožňuje dostatečné vyztužení základové patky. <strong>Skupina vložek </strong>poskytuje několik možností pro definici výztuží:</p>\n<ul>\n  <li><strong>Dvěma body</strong></li>\n  <li><strong>Na hraně povrchu</strong> – vytvoří se vrstva výztuže rovnoběžně s vybranou plochou. Uživatel definuje několik vložek ve vrstvě a počet vrstev rovnoběžných s vybraným povrchem.</li>\n</ul>\n<figure data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8f99525-ef19-4b49-83bc-0699c8c0ac29/uls9.png\" data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na hraně povrchu nebo více hranách</strong> – Na hraně povrchu nebo více hran umožňuje modelování vrstev výztuže se složitým tvarem (rovinná křivka vztažená k libovolnému betonovému povrchu). Vrstva je tedy určena pouze jednou výztuží. Lze však definovat několik rovnoběžných vrstev. Krytí betonu lze definovat nezávisle pro každou hranu. Toto je nejlepší možnost modelování třmínků.</li>\n</ul>\n<figure data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fc0e39dc-7395-4e04-9158-f467a646ce10/uls10.png\" data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na křivce</strong> (polylinii)</li>\n</ul>\n<h3>Výsledky</h3>\n<p>Na kartě výsledků najdete tři základní posouzení v souladu s MSÚ (mezní stav únosnosti).</p>\n<figure data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ca7c99b-d48b-4fb1-ac4b-26b81fb37878/sigmac.png\" data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" alt=\"\"></figure>\n<p>Výsledky napětí a přetvoření v betonu a výztuži jsou uvedeny v části <strong>\"Pevnost</strong>\". Napětí v kotevní oblasti a související hodnoty jsou uvedeny v posudku \"<strong>Kotvení</strong>\". Hodnota nelineární deformace je uvedena v posudku \"<strong>Pomocné</strong>\".</p>\n<figure data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0bdb063-b247-4317-82d0-cbe7d9f58118/deformation.png\" data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" alt=\"\"></figure>\n<p>*<em>Vezměte prosím na vědomí, že beta verze kódu ACI je v současné době nedostupná.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>IDEA StatiCa Detail (<strong>3D Beta</strong>) je řešení, které lze použít pro posouzení a analýzu stěn zatížených z roviny a pro modely skládající se ze stěn různých tlouštěk. Řešení představuje ideální kompromis mezi přesným řešením pomocí nelineárních metod na jednoduše vytvořeném modelu a časem výpočtu.</p>\n<h3>Návrh</h3>\n<p>3D Detail vychází z ověřeného a otestovaného 2D Detailu. Jedná se stále o stejné uživatelské prostředí, kde je většina entit zachována tak, aby byla práce s aplikací co nejjednodušší.</p>\n<figure data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03e1f7c8-acb1-4c7a-a58e-32f9cc1fc85c/wall3dbeta.png\" data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" alt=\"\"></figure>\n<p>Uživatel může i nadále modelovat více prvků stěny pomocí šablony nebo importovat geometrii ze souboru .dxf. Kromě toho může ve 3D prostředí nastavit excentricitu stěny \"e<sub>y</sub>\" a také modelovat stěny různých tlouštěk.</p>\n<figure data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f27c8b62-8bfb-4575-8c4b-3a4055b5c481/wall%203D_1.png\" data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" alt=\"\"></figure>\n<p>Výztuž je definována v rovině, podobně jako ve 2D Detailu. Došlo však k vylepšení v definování polohy rozložení výztuže nad tloušťkou stěny.</p>\n<p><strong>Výztuž není možné definovat kolmo k rovině stěny (třmínky).</strong></p>\n<h3>Metoda</h3>\n<p>Přístup použitý v IDEA Statica Detail (3D Beta) je založen na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">osvědčené metodě kompatibilního napěťového pole (CSFM),</a> která je přizpůsobena speciálně pro řešení 3D úloh.</p>\n<p>Pro zkrácení doby výpočtu se na konstrukci stěny aplikuje speciální síť konečných prvků. Ortotropní betonový materiál stěny má rovněž definovanou pevnost v tahu (smyku) ve směru kolmém k rovině stěny. Tato vlastnost umožňuje výpočet modelu stěny bez smykové výztuže.</p>\n<figure data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31c17617-11ed-436f-b934-a650ba6619c3/wall%203d.png\" data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" alt=\"\"></figure>\n<p><strong>To platí pouze pro výpočet stěn.</strong> U <strong>řešení základových patek</strong> není možné přenášet tahové napětí do betonu a veškeré tahové napětí je tedy zachyceno výztuží (i v příčném směru). Pokud vás zajímá 3D detail pro řešení základové patky, pokračujte na <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatný článek s poznámkami k vydání</a>.</p>\n<h3>Výsledky</h3>\n<p>V sekci Výsledky uvidíte tři základní posudky, které jsou v souladu s <strong>kritérii MSÚ (mezní stav únosnosti).</strong></p>\n<figure data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e8d814fd-63b8-49a6-a916-8ce3fe0e644d/wall%20results1.png\" data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" alt=\"\"></figure>\n<p>Napětí a přetvoření související s betonem a výztuží jsou definovány v sekci <strong>\"Pevnost</strong>\". Napětí v soudržnosti a související veličiny jsou podrobně popsány v sekci \"<strong>Kotvení</strong>\". Kromě toho je nelineární deformace poskytnuta v rámci \"<strong>Pomocných</strong>\" výsledků posouzení.</p>\n<figure data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7a68442-dee4-4b88-b535-1eb99608d873/wall%20results2.png\" data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" alt=\"\"></figure>\n<p>K této beta verzi vám poskytujeme předběžný přístup, abyste si ji mohli sami vyzkoušet, zatímco budeme pokračovat v jejím testování v rámci našeho přísného ověřovacího procesu. Přístup k ní mají stávající uživatelé s nejnovější verzí a platným servisem. Pokud splňujete předpoklady, můžete požádat o bezplatný přístup kliknutím na ikonu Beta Detail na pásu karet aplikace Connection, která vás přesměruje na&nbsp;<a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\">tuto vtupní stránku</a>, kde vyplníte formulář, požádáte o připojení k programu Beta a získáte tak bezplatný přístup k 3D Detailu.</p>\n<p><em>Vezměte prosím na vědomí, že beta verze normy ACI je v současné době nedostupná.</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                                    "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                                                                                            "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                                                                                            "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                                                    "value": "<p>Podrobný popis všech voleb a jejich zadání naleznete v následujícím článku:&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Známá omezení&nbsp;</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj a nemůže nahradit inženýrský úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si následující omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do Detailu lze z Connection importovat pouze modely <strong>kotvené přes patní desku přímo uloženou na betonovém povrchu.</strong>&nbsp;</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detail</a></p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                              "[Circular Reference]"
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                                                            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - pokročilá analýza (pouze Eurokód)</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Měřicí nástroj v Connectionu</a></li>\n  <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek projektu a správa materiálů</a></li>\n  <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Vícenásobný výběr a vícenásobné úpravy v Connection</a></li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Rychlá odezva aplikace Connection</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/sprava-polozek-projektu-a-sprava-materialu#analyza-bouleni-pro-kazdou-polozku-projektu\">Výpočty vzpěru v backstage menu</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#Teoreticke-zaklady-v-protokolu-aktualizovany\">Teoretické základy v protokolu v italštině</a> a portugalštině</li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/jak-importovat-plech-z-dxf#Smooth-import-of-plate-shape-from-dxf\">Hladký import plechu z DXF</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\">Vylepšené šablony parametrického návrhu</a></li>\n  <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionální vylepšení</a></li>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Nástroje pro vícenásobnou správu v Checkbotu</a></li>\n  <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametry jsou užitečné pro každého</a></li>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS v nástroji Checkbot</a></li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot připraven pro velké projekty</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\">Export IFC soubouru z Checkbotu</a></li>\n  <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Pokročilé importy spojovacích prostředků z CAD nástrojů</a></li>\n  <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Podporované BIM propojení ve verzi 24.1</a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Nastavení projektu</a></li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Sdílené předvolby napříč aplikacemi</a></li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Jednotné přihlášení (Single sign-on)</a></li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Uživatelské rozhraní nástroje IDEA StatiCa Viewer</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\">Zprávy o využití licencí v uživatelském portálu</a></li>\n</ul>\n<h2>Kompletní seznam novinek k nové verzi</h2>\n<p>Níže si můžete stáhnout <strong>kompletní seznam novinek k verzi </strong>IDEA StatiCa 24.1 ve formátu PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ad5e308_2839_016c_3e2e_7e6aa7a0722d\"></object>"
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                                                                    "value": "<h2>Hlavní vylepšení verze 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n87117aca_4bef_016e_b153_ea18c9699a33\"></object>\n<h2>Posouzení betonových konstrukcí</h2>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail vychází v plné verzi</strong></a> a je připraven pro posouzení <strong>kotvení </strong>s ohledem na <strong>reálnou výztuž</strong> - řešte efektivně kotvení blízko okraje betonu a při velkých tahových silách v kotvách</li>\n  <li>Nová<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>analýza klopení</strong></a> v <strong>aplikaci Beam</strong> a <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>kombinace MSP v Detailu</strong></a> <strong>pro návrh prefabrikovaných dílců</strong>.</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Nové šablony pro 2D Detail</strong></a> &nbsp;- začněte modelovat během několika sekund.</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\"><strong>Parametrické šablony</strong></a> pro standardní nebo opakující se ocelové přípoje. Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                                                                            "value": "<p>Chcete vidět, jak nové <strong>parametrické šablony</strong> zcela nahradí výpočty v excelu? Nebo se chcete podívat jak funguje dlouho očekáváný <strong>nástroj pro měření </strong>v aplikaci Connection? To samozřejmě není všechno, mezi další novinky patří <strong>hromadný výběr</strong> operací, <strong>zrychlení</strong> a doplnění norem.&nbsp;</p>\n<figure data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6639882a-d68e-4ce6-b89e-230feb35f25d/measuring%20tool%200.png\" data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" alt=\"\"></figure>\n<p><strong>3D Detail</strong> je ověřený a připravený pro <strong>návrh kotvení</strong> ve 3D s přihlédnutím ke skutečné výztuži a my vám ukážeme, jak na to! Do aplikace <strong>Detail </strong>byly doplněny šablony pro nejačastější typy konstrukcí, abychom vám ušetřili čas. Ukážeme také, jak nově e efektivně posuzujeme <strong>klopení</strong> v aplikaci Beam. &nbsp;</p>\n<p><strong>Hromadný export IFC do libovolného CAD softwaru</strong> vylepšuje komunikaci s kolegy konstruktéry. Pokud používáte <strong>Hilti PROFIS Engineering</strong>, můžete začít efektivně používat Checkbot s jeho novým HILTI pluginem.&nbsp;</p>\n<p>Náš BIM tým samozřejmě taky nezahálel! <strong>Hromadný návrh a hromadné výpočty</strong> více přípojů zrychlí vaši práci. Díky novému <strong>seskupování podle geometrie a typologie</strong>, se návrh přípojů výrazně zrychluje.&nbsp;</p>\n<p>Všichni rádi sdílejí - Teams, WhatsApp nebo e-mail? Aplikace Viewer je posílena o <strong>sdílení modelů </strong>a <strong>správu odkazů</strong>. Pokud jste ještě neslyšeli o Connection Library, stiskněte <strong>ve Vieweru tlačítko CL</strong> a je to!&nbsp;</p>\n<p>A na závěr třešnička. Pro všechny aplikace jsme sjednotili <strong>nastavení projektu</strong>, abychom ušetřili váš čas.&nbsp;</p>\n<h3>Záznam webináře</h3>"
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                                                            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. Pro hlubší pochopení metody si přečtěte obsáhlé <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické pozadí</a>, které obsahuje hlavní předpoklady, popis materiálového modelu a další.</p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h2>1 Nový projekt</h2>\n<p>Spusťte aplikaci <strong>IDEA StatiCa Connection</strong>. Vše začíná na kartě <strong>Ocel.</strong></p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Výchozí nastavení</strong> topologie kotvení ponechte dle šablony a vytvořte projekt.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Návrh</h2>\n<p>Po vytvoření přípoje z parametrické šablony musíme šablonu rozložit na jednotlivé operace, abychom mohli patku přesunout k okraji betonového bloku.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p><strong>Upravte </strong>operaci <strong>Patní deska</strong>, abyste dosáhli finálního tvaru excentricky zatíženého betonového bloku. <strong>Přenos smykové síly</strong> je nastaven na<strong> Tření</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<ul>\n  <li>Od vydání verze 24.1 je <strong>IDEA StatiCa Detail</strong> v plné verzi pro návrh kotvení ve 3D a s touto novou verzí lze smyk přenášet přes kotvy, smykové zarážky a třením.</li>\n</ul>\n<p><strong>Zadejte vnitřní síly</strong> pro dvouose zatížené kotvení. Ohybové momenty způsobují &nbsp;tlakové napětí ve spáře mezi patní deskou a betonem směrem ke středu základu. Kotvy u okraje betonu jsou tažené. Ve výchozím nastavení se předpokládá <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">potrhaný beton</a>.&nbsp;</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Posudek</h2>\n<p><strong>Přesuňte se</strong> na kartu<strong> Posudek</strong>. Posouzení podle normy prokázalo nevyhovující návrh kotev.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Podívejte se na možné způsoby porušení v tahu, smyku a vzájemné interakci dle <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">normy EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Projděte si posudek kotvení</strong>. <strong>Tím získáte informace o posudcích podle normy, které je třeba provést ručně nebo pomocí jiných metod</strong>, protože v IDEA StatiCa Connection nejsou zahrnuty. Abyste doplnili chybějící posudky, můžete využít například právě aplikaci IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Příčinou selhání <strong>Posudku Kotev </strong>je <strong>vytržení </strong>betonového kužele z prostého betonu. <strong>Toto nevyhovující posouzení lze snadno vyřešit v aplikaci IDEA StatiCa Detail, posouzením s uvažováním betonářské výztuže betonového bloku</strong>.&nbsp;</p>\n<h2>4 Export</h2>\n<p>Aplikace IDEA StatiCa Connection nyní obsahuje výkonné propojení<strong> BIM do Detailu</strong>, které umožňuje návrh a posouzení železobetonových bloků v různých tvarů.</p>\n<p>Předpoklady pro úspěšný export:</p>\n<ul>\n  <li>Model musí být<strong> předem spočítán</strong> a musí <strong>obsahovat výsledky</strong>.</li>\n</ul>\n<p>Vraťte se na kartu <strong>Posudek(1)-&gt;Posouzení železobetonu(2)-&gt;Uložit(3).</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Export je možný pouze pro třídu Kotvení. Export umožňuje přenos:</p>\n<ul>\n  <li><strong>Betonového bloku</strong></li>\n  <li><strong>Kotev</strong></li>\n  <li><strong>Patní desky</strong></li>\n  <li><strong>Zatížení</strong></li>\n</ul>\n<p>Další informace a parametry, které se nastavují podle odpovídajících nastavení v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (prostřednictvím kotev, smykových zarážek nebo třením)&nbsp;</li>\n  <li>Materiály</li>\n  <li>Typ kotev: lepené/na místě zabetonované</li>\n  <li>Koncová úprava kotev: přímá/hák/podložka</li>\n  <li>Koeficient tření</li>\n</ul>\n<h2>5 Návrh</h2>\n<p>V této části můžete upravovat prvky, podpory, zatížení a kombinace a sestavy výztuže.</p>\n<h3>Podpory</h3>\n<p>Podloží má určitou tuhost, kterou je třeba zohlednit pro přesnost výpočtu. <strong>Plošná podpora</strong> umožňuje zohlednit tuhost ve všech třech směrech a ve výchozím, importovaném nastavení <strong>působí pouze v tlaku</strong>.</p>\n<p>Při definování okrajových podmínek buďte opatrní. Pokud jsou ohybové momenty tak vysoké, že dochází k překlopení betonového bloku, nelineární podpora nepřenese během analýzy tahové síly v základové spáře. Dojde k velkým posunům (rotaci bloku) a analýza se zastaví z důvodu divergence. Tahy v základové spáře je pak nutné zachytit betonářskou výztuží pokračující do podpory a podporu nastavit jako působící na tah i tlak. V našem případě k překlopení patky od daného zatížení nedochází a není třeba provádět další úpravy modelu.</p>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Zařízení pro přenos</h3>\n<p>Kotvy jsou převzaty z &nbsp;IDEA StatiCa Connection se všemi zadanými vlastnostmi.&nbsp;</p>\n<p>V aplikaci Detail lze vybrat dva typy kotev.&nbsp;</p>\n<p>Kotvy <strong>na místě zabetonované</strong>:</p>\n<ul>\n  <li>Předem zabetonované kotvy se stejnými vlastnostmi soudržnosti jako betonářská výztuž stanovené dle EC.</li>\n</ul>\n<p>Dodatečně instalované &nbsp;- <strong>chemické kotvy</strong>:</p>\n<ul>\n  <li>Dodatečně instalované (chemické kotvy) s možností <strong>zadání návrhové hodnoty mezní pevnosti v soudržnosti </strong>výztuže a betonu (pevnost vazby).</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Dbejte na správné nastavení <strong>Vzájemného propojení s kotevní deskou</strong>. V případě importu kotvení z aplikace Connection bude Přenos osových sil vypnutý. Důvodem je to, že kotvy jsou přímo zatíženy osovými silami stanovenými výpočtem v aplikaci Connection a tím je zachována integrita mezi oběma aplikacemi. Přenos smyku bude po importu zapnutý. V našem případě ale máme přenos smykových sil nastaven u patní desky na tření. Což je nadřazené a smyk kotvami přenesen nebude. Více si o tom můžete přečíst <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">zde</a>.</p>\n<p>Pokud byste v aplikaci Detail navrhli<a data-item-id=\"9fa87fa6-bc1c-4bc5-85a5-26d7275921db\" href=\"\"> kotvení od začátku</a>, obě možnosti by byly ZAPNUTO. V případě přenosu smyku pouze kotvami (ne třením nebo smykovou zarážkou) je potřeba rozhodnout, které kotvy budou smyk přenášet a dle toho nastavit propojení s kotevní deskou. Tato možnost je v souladu s EC, který předepisuje, že smyk by měl být přisouzen pouze kotvám, které jsou účinné pro posouzení porušení okraje betonu.</p>\n<h3>Vyztužení</h3>\n<p>Nastavte krytí, které bude použito jako výchozí při zadávání výztuže, na 40 mm.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Zvolte <strong>Sestava výztuže(1)--&gt;Skupina vložek 3D(2) </strong>a zadajte <strong>Průměr</strong>, <strong>Vlastnosti</strong> a <strong>Geometrie(3</strong>).</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch.</strong> Všechny ostatní možnosti zůstanou zachovány.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch </strong>a další vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Zatížení a kombinace</h3>\n<p>Zatížení je importováno z aplikace IDEA StatiCa Connection tak, aby byla zachována integrita mezi oběma aplikacemi. Všechny důsledky importu jsou podrobně uvedeny v článku&nbsp;<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do Detailu</a>.&nbsp;</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Kontrola</h2>\n<p><strong>Před spuštěním výpočtu</strong> doporučujeme <strong>změnit násobek výchozí velikosti sítě</strong> na 2 nebo 3, aby se urychlil výpočet. Tento krok není povinný, ale může zkrátit výpočetní čas a pomoci odhalit případné problémy s divergencí. <strong>Pokud vše funguje hladce a nevyskytnou se žádné problémy, můžete přepnout zpět na součinitel sítě jedna</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h3>Výsledky</h3>\n<h4>Ekvivalentní hlavní napětí</h4>\n<p><strong>Ekvivalentní hlavní napětí (EPS)</strong> v betonu se určuje na základě objemového chování betonového bloku. Jsou identifikovány a zvýrazněny oblasti, které jsou vystaveny největšímu namáhání. Aby bylo možné získat představu o trojosé napjatosti na rozdíl od jednoosého tlaku, vypočítá se ekvivalentní napětí pomocí součinitele kappa. Další informace o ekvivalentním hlavním napětí jsou k nalezení v tomto článku <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#ultimate-limit-state-checks\">teoretických základů.</a></p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h4>Napětí ve výztuži</h4>\n<p><strong>Při kontrole výztuže</strong> je vidět, že kotva v blízkosti rohu je nejvíce využita.&nbsp;</p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>Při vykreslení Využití výztuže je názorně vidět, která výztuž armokoše se podílí na přenosu zatížení kotvení a brání vytržení betonového kožele.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h4>Kotvení</h4>\n<p>Zkontrolujte výsledky <strong>Kotvení</strong> pomoci <strong>Celkové síly ve vložkách Ftot</strong>. Síly v kotvách se mohou mírně lišit v důsledku rozdílného přístupu k výpočtu betonového bloku. Rozdíly však dosahují zanedbatelných hodnot.&nbsp;</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h4>Deformace</h4>\n<p>Přesuňte se na <strong>Pomocné</strong> a zapněte <strong>Deformace</strong>.</p>\n<p>Pro MSÚ není nutné provádět kontrolu deformace, ale doporučuje se zkontrolovat deformaci po analýze, abyste se ujistili, že nedochází k velké deformaci modelu, velké rotaci nebo poškození konečných prvků. Deformace poskytne přehled o výsledcích analýzy a pomůže identifikovat případné problémy, které mohly vzniknout během analýzy.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Protokol</h2>\n<p>Nakonec přejděte k <strong>náhledu/tisku protokolu</strong>. Aplikace IDEA StatiCa nabízí plně přizpůsobitelný report, který lze vytisknout nebo uložit v editovatelném formátu.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Posoudili jste celý návrh kotvení pomocí norem EN 1993-1-8 a EN 1992-4. 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                            "value": "<h3>Modelování</h3>\n<p>Do nového 3D prostředí v IDEA StatiCa Detail bylo přidáno mnoho zcela nových nástrojů a položek modelu. V následující části si společně projdeme všechny možnosti dostupné ve verzi 24.1.</p>\n<h3>Položky modelu</h3>\n<p>Kategorie <strong>Položka modelu</strong> v aplikaci Detail obsahuje následující položky:</p>\n<ul>\n  <li>Prvky</li>\n  <li>Podpory</li>\n  <li>Zařízení pro přenos</li>\n</ul>\n<p>Ve verzi 24.1 může být zadán pouze <strong>jeden 3D prvek</strong>, který může být definován jako kvádr nebo obecný hranol. Kvádr je definován třemi rozměry. Obecný hranol je pak možné nadefinovat pomocí zadání obecného tvaru podstavy Polygonem, a to tabulkově pomocí souřadnic. Zadáním výšky bloku se pak vytvoří požadovaný prostorový tvar. Pro definování obecného tvaru mnohoúhelníku lze v tabulce vyplnit jednotlivé souřadnice, nebo použít kopírování a vložení z tabulkového procesoru (například Microsoft Excel).</p>\n<figure data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b0a47fc-ff72-42bc-a92e-0e71786a0412/3D%20Detail%20in%2024.1_5.png\" data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" alt=\"\"></figure>\n<p>K podepření modelu se používá <strong>povrchová podpora</strong>. Tento typ podpory lze zadat dvěma způsoby - dvěma typy geometrie:</p>\n<ul>\n  <li>Celý povrch</li>\n  <li>Křivka</li>\n</ul>\n<p>V obou případech je třeba vybrat referenční povrch a samozřejmě definovat stupně volnosti. Podpora může být definována jako pružná a typ pouze v tlaku lze použít pro směr kolmý na určenou plochu. Na následujícím obrázku vidíme podporu na celé ploše číslo 4 a vypnutou možnost \"Pružná podpora přenášející pouze tlak\".</p>\n<figure data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fe6a0e9-574a-4ec2-a1cd-4cb423d9817b/3D%20Detail%20in%2024.1_6.png\" data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" alt=\"\"></figure>\n<p>Pro druhou možnost zadání pomocí křivky je k dispozici stejná tabulka jako při zadání polygonů u Prvků. Opět můžete použít funkci kopírování a vkládání nebo zadat souřadnice ručně. Zadaný tvar lze posouvat podél referenčního povrchu pomocí souřadnic X a Y nebo otáčet zadáním úhlu.</p>\n<figure data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08b22614-9fec-47d6-9478-af3d4e4b3097/3D%20Detail%20in%2024.1_7.png\" data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" alt=\"\"></figure>\n<p>Všimněte si, že je možné zadat křivku tak, aby počátek souřadnic byl v těžišti požadovaného tvaru. Souřadnice X a Y pro zadání polohy podpory se pak budou vztahovat k tomuto těžišti.</p>"
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                            "value": "<h4>Zatížení</h4>\n<p>Zatěžovací stavy lze definovat stejným způsobem jako u 2D železobetonových prvků. To znamená, že každému zatěžovacímu stavu lze přiřadit buď typ zatížení Stálé nebo Proměnné. Stálé zatěžovací stavy se aplikují na model jako první, po úspěšném výpočtu se aplikují Proměnné zatěžovací stavy.</p>\n<p><strong>Typy zatěžovacích impulsů</strong></p>\n<p>Do každého zatěžovacího stavu lze přidat celkem 4 typy zatěžovacích impulsů.</p>\n<figure data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a74896fa-8195-4964-af34-54c00dc063e1/3D%20Detail%20in%2024.1_12.png\" data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" alt=\"\"></figure>\n<p>Definice <strong>Plošných zatížení</strong> je identická s definicí Plošné podpory. To znamená, že je možné ji specifikovat dvěma způsoby - Celý povrch a Křivka. Zadává se intenzita zatížení ve třech obecných směrech.</p>\n<figure data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c74d25ca-9769-43ab-ada4-689cc6d37c8d/3D%20Detail%20in%2024.1_13.png\" data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" alt=\"\"></figure>\n<p><strong>Skupina sil</strong> je zatěžovací entita, která umožňuje specifikovat síly ve třech směrech kdekoli na modelu pomocí tabulky. Může být vztažena k patní desce nebo k povrchu betonového bloku. Pro tabulkový vstup je možné použít funkci kopírování/vkládání z tabulkového programu.</p>\n<figure data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ce5368-7855-4780-9b4e-81644c7f0efd/3D%20Detail%20in%2024.1_15.png\" data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" alt=\"\"></figure>\n<p><strong>Vlastní tíha</strong> by měla být zahrnuta v každém modelu. Například betonové základy zatížené ohybovým momentem se nebudou tak snadno převracet.</p>\n<p><strong>Bodová zatížení</strong> lze zadat přímo na patní desku se šesti vnitřními silami Fx, Fy, Fz, Mx, My a Mz v obecné poloze.&nbsp;</p>\n<figure data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51aa0fb3-02d6-43a9-af83-0bead2bfc5bd/3D%20Detail%20in%2024.1_14.png\" data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6de9dc19_866a_018d_71ee_d4cd1b08adca\"></object>\n<p>Aplikace této sady sil přímo na deformovatelnou patní desku o reálné tloušťce může vést k nerealistické redistribuci napětí napříč deskou, kotvami a betonem. Při zadávání bodových sil je proto vhodnější použít druhou možnost - sloup.</p>\n<p><strong>Sloup</strong></p>\n<p>Sloup představuje krátkou část ocelového prvku připojenou k patní desce. Je modelován ze<strong> skořepinových prvků </strong>při použití standardní databáze průřezů.</p>\n<figure data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c713daf-8284-43c3-9f27-7fa9bf3cf6aa/stub%20section.png\" data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" alt=\"\"></figure>\n<p><strong>6-složková sada vnitřních sil</strong> (síly a momenty) je aplikována v <strong>jediném bodě</strong> na konci sloupu - tj. ve styčníku.</p>\n<figure data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dac00a1-cae1-4b8a-ba9f-f69efe1685f4/stub%201.png\" data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\" alt=\"\"></figure>\n<p>Vazby <strong>přenášejí síly</strong> na <strong>horní plochu sloupu</strong>, odkud jsou přirozeně <strong>redistribuovány přes sloup</strong> do patní desky, kotev a betonu.</p>\n<figure data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b21d544-b060-4bb4-9a1f-cb7b33bc4b4b/stub%20forces.png\" data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" alt=\"\"></figure>\n<p>Tento přístup zachovává skutečnou tuhost mezi sloupem a deskou a eliminuje potřebu jakékoli ruční redistribuce nebo dodatečných předpokladů.</p>\n<p><em>Sloup je dostupný od verze 25.1.</em></p>\n<h4>Kombinace</h4>\n<p>Protože analýza v IDEA StatiCa Detail je nelineární, používají se takzvané nelineární kombinace. To znamená, že jednotlivé zatěžovací stavy se nepočítají a výsledky se pak nesčítají. Naopak, zatěžovací stavy stejného typu zatížení se sčítají před výpočtem, samozřejmě s příslušnými součiniteli definovanými v kombinacích, a teprve pak se analyzují účinky jednotlivých kombinací. Proto je existence alespoň jedné kombinace předpokladem pro spuštění výpočtu.</p>\n<p>Zatím lze definovat pouze kombinace pro ULS.</p>\n<figure data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d078ad21-98af-4d98-880f-39cae23b551e/3D%20Detail%20in%2024.1_16.png\" data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" alt=\"\"></figure>"
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                            "value": "<h3>Výztuž</h3>\n<p>Model může být vyztužen pomocí <strong>Skupiny vložek 3D</strong>. Tento typ výztuže obsahuje mnoho možností, které si projdeme v následujícím textu. Lze specifikovat 4 typy definic tvaru tyče:</p>\n<ul>\n  <li>Dvěma body</li>\n  <li>Na hraně povrchu</li>\n  <li>Na hraně povrchu na více hranách</li>\n  <li>Na polylinii</li>\n</ul>\n<p>U každého z těchto typů zadání lze specifikovat průměr a materiál včetně způsobu kotvení na začátku a na konci výztuže.</p>\n<p>Definice tvaru výztuže <strong>Dvěma</strong> <strong>body</strong> je zřejmá. Je třeba zadat dvě sady kartézských souřadnic X, Y, Z.</p>\n<figure data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/44d21a6b-2337-42f2-9269-6d462978d252/3D%20Detail%20in%2024.1_17.png\" data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" alt=\"\"></figure>\n<p>Definice <strong>Na hraně povrchu</strong> nabízí mnoho ovládacích prvků pro umístění výztuže do požadované pozice. Výztuž můžete zadávat ve více vrstvách s více pruty v jedné vrstvě, se zadanými vzdálenostmi mezi pruty v rámci vrstvy a mezi jednotlivými vrstvami. Samozřejmě je také nutné specifikovat referenční povrch a hranu. Dále je třeba zadat tloušťku \"Krytí povrchu\", vzhledem k referenčnímu povrchu (od povrchu [1] na obrázku níže). A dále Krytí hrany, které definuje vzdálenost vložek od bočních povrchů (od povrchů [4], [5] a [2] na obrázku níže). Krytí lze zadat jako \"Z Nastavení\" nebo \"Uživatelská hodnota\". Výchozí hodnota krytí (Z Nastavení) pro aktivní položku projektu se nachází v první položce stromu (ve výchozím nastavení nazývané DRM1), což bylo definováno na začátku tohoto článku. Krytí hrany lze nastavit jako jedinečnou hodnotu pro každou skupinu vložek.</p>\n<figure data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3049c8df-96cb-45b4-a358-563dff3b7a57/3D%20Detail%20in%2024.1_18.png\" data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" alt=\"\"></figure>\n<p>A konečně, pro tento typ zadání lze upravit pozici na hraně. Například, jak je znázorněno na obrázku níže, je možné určit výztuž tak, aby se uživatelem definované krytí hrany aplikovalo pouze na spodní plochu [5]. Boční povrchy jsou ovládány prodloužením začátku a konce.</p>\n<figure data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db466f5c-ac90-4f3c-b03d-973d71a6c08a/3D%20Detail%20in%2024.1_19.png\" data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" alt=\"\"></figure>\n<p>Dalším typem definice je <strong>Na povrchu na více hranách</strong>. Zde je možné zadat seznam hran nebo ploch, na které bude výztuž umístěna, spolu s výčtem tlouštěk krycích vrstev pro každou plochu, jak je znázorněno na následujícím obrázku.</p>\n<figure data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5663b6e-2ff9-4747-b43b-5890e78d8457/3D%20Detail%20in%2024.1_20.png\" data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" alt=\"\"></figure>\n<p>Krytí lze také specifikovat pomocí možnosti \"Z Nastavení\", stejně jako u předchozí. Opět je možné odsadit výztuž od referenčního povrchu pomocí \"Krytí povrchu\" a zadat počet a vzdálenost vrstev. Je také možné prodloužit nebo zkrátit konce od prvního a posledního okraje.</p>\n<figure data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/460353ff-98b8-4f6b-b634-d568076e73b6/3D%20Detail%20in%2024.1_21.png\" data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" alt=\"\"></figure>\n<p>Poslední způsob definování výztuže je <strong>Na polylinii</strong>. Stejně jako u výše zmíněných entit modelu lze výztuž zadat pomocí seznamu souřadnic zkopírovaných z tabulkového procesoru. 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                                    "value": "<p>Dalo by se říct: \"Prostě navrhněte to, co nám norma výslovně dovoluje.\" Ale takhle to prostě nefunguje, často musíme navrhovat kotvení ve stísněných podmínkách nebo atypy vyplývající z architektonických a jiných požadavků. A tak <strong>kotvení</strong>, která jsou \"na hraně\" (obrazně) vidíme všude kolem nás. Některá kotvení jsou přesně vypočítána a ověřena pokročilejšími metodami (i když to může trvat příliš dlouho). Mnoho případů však pravděpodobně nebylo posouzeno tak důkladně, jak by si zasloužilo. </p>\n<p>IDEA StatiCa již nějakou dobu mění a posouvá vpřed návrh ocelových přípojů, ocelových a betonových prvků a betonových detailů. Nejde jen o zjednodušení zavedených postupů, ale především o inovativní metody, které nám umožňují navrhovat dříve nemyslitelné. Náš nejnovější počin<a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">, vydání<strong> </strong>IDEA StatiCa Detail pro 3D</a>, opět rozšiřuje možnosti navrhování o kousek dál.</p>\n<p>Možná navrhujete kotvení často a chcete návrh zrychlit nebo se spoléháte na zkušenost, ale rádi byste si váš návrh ověřili. V obou případech je tenhle článek určený pro vás.</p>\n<h2>Nové možnosti</h2>\n<p>Pokud se zabýváte kotvením konstrukcí, pravděpodobně vás napadne několik případů, které vám daly zabrat. Zde je několik příkladů, které jsme nedávno identifikovali jako velmi obtížně dosažitelné pomocí standardních postupů. S pomocí našich nástrojů <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> a IDEA StatiCa Detail je však možné je navrhovat v relativně rozumném čase.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Obrázek 1: Vícenásobné kotvení do jednoho betonového bloku</em></p>\n<ul>\n  <li><strong>Kotvení blízko okraje</strong> – Kotvení blízko okraje je téměř nemožné navrhnout bez vyztužení z důvodu selhání betonu (vytržení nebo vylomení kužele a další). Posouzení kotvení do železobetonu je samo o sobě pracné – více podrobností naleznete v tomto článku: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>S návrhem kotvení se již nemusíte trápit</em></a>. Detail (a jeho 3D model) je určen právě pro takové případy, kdy je třeba zohlednit výztuž. Přidáním výztuže můžeme zabránit mechanismům porušení, které by se jinak u prostého betonu vyskytly.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Obrázek 2: Příklady kotvení v blízkosti hrany v aplikaci Connection (včetně ocelových prvků) a Detail (včetně výztuže)</em></p>\n<ul>\n  <li><strong>Více kotevních prvků blízko sebe</strong> – Problém, který máme s několika kotevními prvky blízko u sebe, spočívá v tom, že výtrhové kužely se vzájemně ovlivňují. Žádný návod, jak toto posuzovat neexistuje. V běžně používané literatuře, ať už EN nebo fib guide, najdeme víceméně jen určité podmínky a omezení. Jednoduše nám radí používat dostatečnou vzájemnou vzdálenost, která nám umožňují individuálně posoudit kužely. Ale jakmile se do těchto podmínek nevejdeme, je postup nepoužitelný. Tento případ je také možné řešit aplikací <strong>Detail</strong>.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Obrázek 3: Vícenásobné kotvení do jedné stěny</em></p>\n<ul>\n  <li><strong>Vícenásobné kotvení obecně (například podpora technologického mostu na společném základu)</strong> – Typická situace způsobená zatížením větrem, kdy je jeden sloup příhradové podpěry zatížen tahem a druhý tlakem. Dochází ke vzájemné interakci mezi betonovým kuželem ze skupiny tahových kotev a tlakovým zatížením z druhého sloupu. Pro takový případ Eurokód nenabízí uspokojivé analytické řešení, a to nejen proto, že je ze své podstaty nutné vyztužit betonové základy, takže je nutné použít pokročilejší analýzu, jako je Detail a jeho 3D CSFM.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Obrázek 4: Kotvení potrubního mostu, návrh </em><a href=\"http://www.fevia.cz/\">společnosti FEVIA s.r.o</a></p>\n<ul>\n  <li><strong>Zohlednění stávající výztuže při rekonstrukcích</strong> – Jakékoli rekonstrukce nebo rozšíření mohou být dalším zajímavým příkladem použití kotvení v Detailu, protože v ideálním případě je zahrnuta stávající výztuž.&nbsp;</li>\n</ul>\n<h2>Problémy, které vznikají</h2>\n<p>Shrňme si to:</p>\n<p>Eurokód specifikuje mechanismy porušení pro tah i smyk, pro kotvy a beton:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Obrázek 5: Schéma způsobů&nbsp;porušení –&nbsp;</em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Příručka pro návrh spojů ocel-beton II</em></a></p>\n<p>Norma EN 1992-4 je speciálně určena pro podrobné posouzení <strong>prostého betonu</strong>. Většině těchto porušení betonu lze předejít přidáním výztuže, která je v některých případech dokonce nutná (viz příklady výše). Norma nám však již nedává jasný návod, jak se s tím vypořádat.&nbsp;</p>\n<p>Další problém nastává při vzájemné interakci betonových kuželů – Eurokód a další literatura (<em>fib bulletin 58</em>) uvádějí pouze podmínky, kdy a jak lze tyto kužely posuzovat samostatně.&nbsp;</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Obrázek 6: CEB-FIB: Bulletin 58 – Navrhování kotvení do betonu (2011), kap. 1.2</em></p>\n<p>Víme, jaké problémy se mohou při návrhu vyskytnout, ale co s tím? Navrhnout kotvení pohledem z okna...&nbsp;</p>\n<p>... nebo najít jiné řešení?&nbsp;</p>\n<h2>Řešení&nbsp;</h2>\n<p>Detail dokáže výše uvedené případy vyřešit velmi efektivně. Umožňuje posoudit<strong> vliv výztuže</strong> na únosnost a také umožňuje posoudit<strong> případy, na které se norma nevztahuje</strong>. V kombinaci s aplikací Connection je pak možné získat komplexní standardní posudky pro všechny typy porušení. &nbsp;</p>\n<p>O obou aplikacích již bylo napsáno mnoho, ale určitě neuškodí přidat krátké srovnání a pár zdrojů pro hlubší pochopení těchto metod:&nbsp;</p>\n<ul>\n  <li><strong>IDEA StatiCa Connection</strong> – zaměřeno na posouzení ocelových přípojů, včetně kotvení do betonu. Kotvy jsou posuzovány <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">podle empirických vzorců</a> v souladu s normou. Betonový blok je modelován <em>Winklerovým podložím</em>, takže možné posouzení je <strong>pouze pro prostý beton.</strong></li>\n  <li><strong>IDEA StatiCa Detail</strong> – Model v Detailu je konečně prvkový, a to včetně výztuže. Vzhledem k základnímu předpokladu, že veškeré napětí je přenášeno výztuží (v betonu je tah zanedbáván), je řešení vhodné pouze pro <strong>železobeton</strong>. Pomocí <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> získáme napětí betonu a výztuže/kotev, která jsou vyhodnocena mezními hodnotami z Eurokódu. Kromě toho získáme reálnou představu o chování konstrukce, jako jsou toky napětí a deformace. Metoda 3D CSFM zahrnuje účinky trojosé napjatosti. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Obrázek 4: Porovnání mezi aplikacemi Connection a Detail (vstup a modely)</em></p>\n<p>Jak již bylo řečeno, pro úplné posouzení je zapotřebí kombinace obojího. Pro efektivní práci je umožněn <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">import z Connectionu do Detailu</a>, včetně dalších parametrů a zatížení.&nbsp;</p>\n<p>Abyste pochopili metodu, můžete si přečíst <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>teoretické základy</em>.</a> Chcete-li se seznámit s funkcemi, více se dozvíte v našich <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>novinkách k verzi</em></a>.&nbsp;</p>\n<h2>Co budete dělat?</h2>\n<p>3D Detail (s CSFM) představuje významný krok vpřed, který umožňuje s jistotou navrhovat složitější případy kotvení. Bezpochyby je to nová technologie, ale stejně jako v případě Connection nám umožňuje dosáhnout více než kdykoli předtím – tak proč nevyužít její potenciál?&nbsp;&nbsp;</p>\n<p>V IDEA StatiCa vnímáme kotvení jako pouhý začátek. Je to první úloha, který jsme plně verifikovali, a jsme odhodláni ji v budoucnu rozšiřovat.&nbsp;</p>\n<p>Otázka pro vás je: Chcete být u toho?&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eebe599f_56ea_0126_c3d2_5aa5fef6c229\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e26310e0_94eb_0167_1d43_2c94c7d8c14e\"></object>"
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                                    "value": "<p>Ať už se jedná o omezený prostor pro <a data-item-id=\"59463c40-8535-5ff4-bbae-00bd91ef7bfa\" href=\"\">kotvení</a>, netradiční konstrukční uspořádání, kotvení v blízkosti okraje, potřebu kotvit do nepravidelných tvarů betonové konstrukce nebo požadavek staveniště na provedení předem zabetonovaných desek, tyto speciální případy vyžadují větší pozornost než typická řešení.</p>\n<h3>Jak vlastně stavební inženýři tyto situace řeší?</h3>\n<p>Pokud navrhujete dle normy, čekají vás ruční výpočty, které však nelze aplikovat na atypické případy, a tak do hry vstupuje odhad a inženýrský úsudek.&nbsp; Návrhy vedou často ke zbytečně předimenzovaným patkám a deskám, a to kvůli:</p>\n<ul>\n  <li>vylomení okraje betonu</li>\n  <li>vytržení betonového kužele</li>\n  <li>kombinaci poruch</li>\n</ul>\n<figure data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f2b12c1-2437-49b8-b96b-16bfb6c0687c/Failure%20modes%20of%20headed%20and%20post-installed%20fasteners%20under%20shear%20or%20tension%20load.png\" data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" alt=\"\"></figure>\n<p>Vezměme si například kotvení v blízkosti okraje. Bez výztuže je téměř nemožné splnit normové předpoklady, kvůli vylomení nebo vytržení kužele betonu. Když jsou navíc kotvy blízko sebe, najednou se potýkáte s interakcí kuželů - něčím, co většina předpisů ani neřeší. Co ale dělat, když vaše dispozice prostě neumožňuje dodržet doporučenou geometrii?</p>\n<p><a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">Je třeba zvážit</a> dodatečné <a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">vyztužení</a>. <em>Eurokód 1992-4 - Navrhování betonových konstrukcí - Část 4: Navrhování spojovacích prostředků pro použití v betonu </em>doporučuje stanovit vhodný model vzpěr a táhel.</p>\n<figure data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56b7651a-af9f-403b-a261-570a8b5b7cbc/1992-4%207.2%20Fastening.png\" data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" alt=\"\"></figure>\n<figure data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02c940c4-4beb-4747-bd51-034436d0a8aa/1992-4%207.10%20Fastening.png\" data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" alt=\"\"></figure>\n<p>Co když ale atypický tvar betonového bloku hází klacky pod nohy?</p>\n<h3>Řešení problémů s kotvením nestandardních geometrií betonových bloků</h3>\n<p>Zejména při řešení nepravidelných geometrií nebo jedinečných dispozic, které se vymykají standardním učebnicovým případům, je tento proces nejen časově náročný, ale také ponechává příliš mnoho prostoru pro nejistotu.</p>\n<p>V <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejnovější verzi aplikace IDEA StatiCa</a> jsme přidali nové funkce, které vám pomohou navrhovat a posuzovat jakýkoliv tvar kotvení v&nbsp;souladu s&nbsp;normou.</p>\n<p>Nyní můžete <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">navrhovat a posuzovat téměř jakýkoli tvar betonového bloku</a> pro kotvení. Ať už se jedná o vícestupňovou patku, neobdélníkové kotevní bloky, rozšíření základových pasů nebo atypické architektonické tvary.</p>\n<figure data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba34d6e-04e8-4ee6-a3c8-824645dc772e/Atypical%20shapes.png\" data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" alt=\"\"></figure>\n<h3>Návrh předem zabetonovaných desek s ohledem na výztuž</h3>\n<p>Ve stavebnictví se běžně setkáváme s nosnými konstrukcemi, které obsahují ocelové i betonové prvky. Betonové prvky často hrají klíčovou roli při zajišťování příčné stability ocelové konstrukce. Prvky jsou obvykle propojeny pomocí&nbsp;<a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">předem zabetonovaných desek</a>. Tyto desky nabízejí spolehlivé ukotvení a k tomu je lze vyrobit tak, aby se minimalizovalo vrtání na staveništi. Desky jsou zalícované s betonovým povrchem, což umožňuje čisté a rovné spoje. Jsou také zvláště oblíbené v aplikacích, jako jsou podpůrné systémy fasád, přípoje ocelových rámů v hybridních betonovo-ocelových budovách, podpěry vodicích kolejnic výtahů, kotvení mechanických zařízení, ložiska mostů a spoje prefabrikovaných betonových panelů.</p>\n<p>Ale i když je jejich použití široké, jejich návrh může být výrazně složitější. Osovým silám odolává výztuž v betonu, která je přivařena k ocelové desce a přenáší zatížení prostřednictvím vazby s betonem. Smykovým silám odolávají smykové trny, kotvy nebo smyková oka.</p>\n<p>Návrhová odolnost vložených prvků je velmi závislá na poloze betonářské výztuže, zejména pokud je vložená deska umístěna blízko okraje (nosné fasádní systémy).</p>\n<figure data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/766999ec-9cde-4c42-85ba-863e5bfb25d0/Cast-in%20plate%20-%20position%20of%20reinforcement.png\" data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" alt=\"\"></figure>\n<p>Detail (pomocí CSFM 3D) automaticky zohledňuje výztuž v blízkosti zabetonované desky, což může výrazně zvýšit únosnost. 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                                    "value": "<h2>Hlavní body verze 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e666ebd_0641_01ec_b9ad_031c64e9697b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Navrhujte kotvení do betonu podle vašich potřeb</h2>\n<p>Pokud pravidelně navrhujete kotvení do železobetonu, okamžitě si všimnete nárůstu výkonu. Díky vylepšenému řešiči ve verzi 25.0 lze nyní modely kotvení spočítat za pouhé tři minuty, i když ty stejné dříve trvaly 15 minut. Již nechybí ani předem zabetonované patní desky.</p>\n<p>A nejde jen o rychlost. Nyní máte k dispozici čistší a všestrannější modelovací nástroje. <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Chcete definovat patní desky s výztuží ve tvaru U, L nebo I</a>? Můžete to udělat během několika sekund a výztuž se přizpůsobí podle očekávání. <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Potřebujete vlastní tvar základu nebo víceúrovňovou patku</a>? Použijte booleovské operace k vytvoření přesně toho, co splňuje vaše požadavky.</p>\n<figure data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/736aa3ef-d821-4660-a3cf-5be8e2fd94ac/Boolein_05.png\" data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" alt=\"\"></figure>\n<h2>Zkraťte dobu nastavení pomocí parametrických šablon</h2>\n<p>Ruční vytváření přípojů ocelových&nbsp;konstrukcí od základu nebo procházení starých Excel tabulek vás může zpomalovat. Proto verze 25.0 přináší chytřejší způsob navrhování, s více než 200 připravenými parametrickými šablonami, které můžete vložit do svého projektu pomocí nového <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection wizardu</a>.</p>\n<figure data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.png\" data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" alt=\"\"></figure>\n<p>Vyberte přípoj, upravte vstupy a sledujte, jak se 3D náhled přizpůsobuje v reálném čase. Každá šablona je ověřena a řídí se bezpečnými pravidly. Pokud parametr neodpovídá omezením, dostanete varování. Pokud s IDEA StatiCa teprve začínáte, tyto šablony jsou nejrychlejším způsobem, jak vytvořit spolehlivé návrhy ověřené podle norem.</p>\n<p>Potřebujete větší kontrolu? Můžete libovolnou šablonu \"rozložit\"&nbsp;na upravitelné operace, což vám dává plnou kontrolu nad geometrií, svary, šrouby a všemi prvky. Můžete také vytvářet firemní knihovny pro standardizaci pracovních postupů a vytvářet opakovaně použitelné šablony.</p>\n<h2>Vyberte pouze kritické přípoje v Checkbotu</h2>\n<p>Máte model se stovkami nebo dokonce tisíci uzlů? Nemáte čas opakovat nastavení přípojů jeden po druhém. <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">IDEA StatiCa Checkbot ve verzi 25.0</a> byl vylepšen pro snadné zvládnutí rozsáhlých projektů.</p>\n<figure data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcdcdc0f-f978-415f-8d66-a776df5f5563/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2000a.png\" data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" alt=\"\"></figure>\n<p>Definujte jeden referenční přípoj s vašimi typy prvků a nastavením. Checkbot automaticky seskupí podobné uzly a aplikuje tyto parametry napříč modelem. To znamená, že už nemusíte 50x zadávat stejné informace – stačí jedno nastavení, sdílené napříč konstrukcí.</p>\n<p>Navíc s novým filtrem extrémů zatížení Checkbot z až 1000 účinků zatížení identifikuje kritické případy. Méně výpočetního času, méně rozptýlení a žádné riziko přehlédnutí scénářů, na kterých skutečně záleží. Po dokončení posouzení můžete hromadně generovat protokoly. Vyberte si mezi podrobnými výstupy nebo souhrny a exportujte vše do PDF jedním kliknutím.</p>\n<h2>Globální pracovní postupy</h2>\n<p>Pokud pracujete podle norem ACI nebo spolupracujete globálně, není problém. IDEA StatiCa 25.0 zahrnuje plnou podporu <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI</a>, jak v aplikaci Steel, tak v aplikaci Detail, s terminologií, kterou lze přepínat mezi americkou a britskou angličtinou.</p>\n<p>V Austrálii mohou <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">inženýři nyní pracovat s regionálně specifickými normovými prostředími</a> plně pokrývajícími úkoly pro 2D Detail. A pro inženýry v Číně byla kontrola kotvení podle GB normy aktualizována tak, aby odrážela nejnovější místní požadavky.</p>\n<p>Výrobci prefabrikátů <a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">mohou nyní exportovat předpínací výztuže přímo z Beam do Detail</a>, bez nutnosti přemodelování geometrie a materiálů. Vše v jednom pracovním postupu s <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">RCS nyní kontrolujícím příčné vybočení pro geometrické imperfekce a fáze výstavby</a>.</p>\n<figure data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dee2642-b908-492e-9ae6-f1727c60e720/Export%20from%20BEam%20to%20Detail_04.png\" data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" alt=\"\"></figure>\n<p>Pro kompletní přehled o obsahu IDEA StatiCa verze 25.0 si nezapomeňte prohlédnout <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">poznámky k vydání</a>, stáhnout nejnovější verzi a vyzkoušet si ji sami pomocí odkazu níže. 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                    "value": "<h2>1. Proč se výpočet zastavil předčasně?</h2>\n<p>Stop kritéria (konvergenční kritéria) v metodě 3D CSFM zajišťují zastavení iteračního nelineárního výpočtu na definovaných mezích, viz <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&amp;type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">The solution method and load-control algorithm for 3D CSFM</a> v teoretických základech pro IDEA StatiCa Detail. Ve výchozím nastavení je aktivní možnost \"Přerušit na mezním přetvoření / prokluzu\", díky které je výpočet zastaven, když je dosaženo některého z dále <strong>uvedených kritérií</strong>. Mezní přetvoření se kontroluje u betonu a výztuže a prokluz v případě kotvení. Hodnota mezního přetvoření betonu v tlaku je stanovena na 5 % a v tahu na 7 %. Mezní přetvoření výztuže je omezeno hodnotou 5 %. U kotvení se kontroluje mezní prokluzu kotvy/výztuže vůči betonu.&nbsp;</p>\n<p>Dosažení výše uvedených kritérií a zastavení výpočtu předčasně, tedy před aplikací plného zatížení, může být způsobeno řadou příčin. Nejčastějším důvodem je chybějící výztuž v místech, kde je beton namáhán tahem, který beton nepřenese. Divergence modelu může nastat také díky nesprávnému podepření, které se neřídí zásadami z následujícího bodu 2 a které může vést k nadměrné deformaci. Pokud je však model vytvořen a podepřen správně &nbsp;a výpočet je přesto zastaven předčasně, pak to znamená, že kotvení nevyhovuje zadanému zatížení a je jednoduše přetíženo. Pro kontrolu správného podepření modelu doporučujeme po výpočtu vždy kontrolovat tvar a hodnoty deformace.</p>\n<figure data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac78e48d-ca21-4a2f-8880-4e8772fc9a57/fig_1_CZ.png\" data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" alt=\"\"></figure>\n<h2>2. Jaké typy podpor lze v Detailu použít?</h2>\n<p>V aplikaci Detail lze zadat plošné podpory, a to jak dokonale tuhé, tak s uživatelsky stanovenou tuhostí ve všech směrech. Ve výchozím nastavení jsou podpory zadány jako přenášejí pouze tlak (šedé tlačítko), což může způsobit nestabilitu modelu z hlediska překlopení. Chcete-li, aby podpora přenášela i tah, přepněte tlačítko na bílou. Je však nutné dodržet následující návrhové přístupy:&nbsp;</p>\n<p>1) přístup <strong>Základová patka</strong></p>\n<p>Použijte výchozí nastavení plošné podpory \"přenášející pouze tlak\" a nastavte její tuhost tak, aby odpovídala tuhosti zeminy. Tím simulujete situaci pro základové patky spočívající na zemi. V případě exportu z aplikace IDEA StatiCa Connection nezapomeňte ručně aplikovat vlastní tíhu, protože ta exportována není.</p>\n<p>2) přístup <strong>Výsek konstrukce</strong></p>\n<p>U výseků konstrukce (např. balkonové desky, stěny apod.) je naopak potřeba odříznuté části podepřít i na zachycení tahových reakcí, avšak tyto podpory je nutné doplnit průběžnou výztuží, procházející přes pracovní spáru (řez), která by tyto tahy přenesla. Když průběžná výztuž není do podpory dotažena, beton tahové reakce nepřenese, \"potrhá se\" a dojde např. k nadměrné deformaci modelu. Tím se výpočet opět zastaví předčasně.</p>\n<p>Podrobné informace nejen o podepření v aplikaci Detail, model 3D, naleznete v části <a href=\"https://www.ideastatica.com/cz/podpora/plna-funkcionalita-aplikace-3d-detail\">Plná funkcionalita aplikace Detail 3D</a>.</p>\n<figure data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be0a745-5447-4823-9ce3-799290f12e88/fig_2_CZ.png\" data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" alt=\"\"></figure>\n<h2>3. Proč je důležité dodržovat konstrukční zásady?</h2>\n<p>Jedním z hlavních předpokladů metody 3D CSFM je, že beton v tahu nepůsobí. Proto je <strong>vždy </strong>nutné modelovat <strong>vyztužený</strong> beton. Navržená výztuž by měla odpovídat konstrukčním zásadám stanovených normou (např. pravidla pro přídavnou výztuž pro přenos tahové a smykové síly podle EN 1992-4). V aplikaci Detail, modelu 3D, není posouzení konstrukčních zásad implementováno a je zodpovědností uživatele (inženýra/statika) betonový blok vyztužit správným způsobem.&nbsp;Je potřeba mít na paměti, že stejně jako v klasické příhradové analogii <strong>způsob vyztužení předurčujete způsob vývoje napětí a přenos zatížení.</strong>&nbsp;</p>\n<figure data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8d44f75-f4d6-4214-b307-d4d87da84751/fig_3_CZ.png\" data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" alt=\"\"></figure>\n<h2>4. Jak správně namodelovat přenos smykové síly?</h2>\n<p>Smyková síla zadaná na patní desku může být přenášena třením, kotvami nebo smykovými zarážkami, přičemž jednotlivé metody přenosu smyku nelze vzájemně kombinovat.&nbsp;</p>\n<p>V případě <strong>tření</strong> je nutné zajistit správné pořadí zatěžovacích stavů: nejprve aplikujte přítlak (typ zatěžovacího stavu <em>Stálé</em>), poté smykovou sílu (typ zatěžovacího stavu <em>Proměnné</em>). Pokud tento postup není dodržen, může dojít k nadměrnému posunu patní desky vlivem smyku při nedostatečném přítlaku. &nbsp;Při správné sekvenci zatížení a koeficientu tření nastaveném např. na hodnotu 0,25 pak lze zadanou smykovou sílu přenést při 25 % přítlaku.&nbsp;</p>\n<p>Prostřednictvím <strong>smykových zarážek</strong> se přenáší plná smyková síla, avšak posudek zarážky v IDEA StatiCa Detail není proveden. Samotné posouzení smykových zarážek může být provedeno v IDEA StatiCa Connection a poté může být navržené kotvení importováno do Detailu. Smyková zarážka je s betonem spojena prostřednictvím kontaktů, tj. do betonu se přenáší pouze tlakové napětí a pro přenos smyku se uplatňuje vždy příslušná část zarážky (stojina/příruba).</p>\n<p>U<strong> kotev</strong> může uživatel definovat, které konkrétní kotvy budou účinné pro přenos smyku. Avšak stejně jako v případě zarážek, kotvy nejsou v Detailu na smyk posouzeny. V napětí kotev není zohledněn přírustek napětí od smyku, vykresluje se pouze napětí od osové síly. Posouzení kotev může být opět provedeno v aplikaci IDEA StatiCa Connection. Jinými slovy, IDEA StatiCa Detail&nbsp;slouží k posouzení přenosu zatížení do okolní betonářské výztuže, přenos zatížení z kotvy do betonu se nyní neposuzuje.</p>\n<figure data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13624716-50f2-4d10-906e-859f0c0e63e8/fig_4_CZ.png\" data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" alt=\"\"></figure>\n<h2>5. Jak správně propojit kotvu s patní deskou?</h2>\n<p>Zatížení v aplikaci Detail může být aplikováno buď přímo na kotvy (Fx, Fy, Fz) nebo na patní desku (Fx, Fy, Fz, Mx, My, Mz). Kotvy a patní desky jsou modelovány jako samostatné prvky, které nejsou vzájemně propojeny. Vazba mezi kotvou a patní deskou musí být nastavena ručně, a to jak pro přenos osových sil, tak pro přenos smyku. Tyto vazby jsou vzájemně nezávislé a propojení může být aktivováno pouze pro jeden z typů namáhání (přenos osových a/anebo smykových sil) dle požadavků návrhu a posouzení kotvení.</p>\n<p>Dva přístupy k modelování:</p>\n<ul>\n  <li>Při exportu kotvení z IDEA StatiCa Connection do Detailu (např. viz <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM propojení IDEA StatiCa Connection a Detail - Excentricky zatížené kotvení</a>) je vazba pro přenos osové síly mezi kotvami a patní deskou vypnuta, aby se zabránilo nežádoucímu dodatečnému páčení patní desky (viz obrázek níže).&nbsp;</li>\n  <li>Při modelování \"od nuly\" přímo v IDEA StatiCa Detail musí uživatel naopak aktivovat vazby jak pro přenos smyku, tak pro přenos osových sil, aby se zatížení zadané na patní desku do kotev přeneslo.</li>\n</ul>\n<p>Podrobnější vysvětlení vzájemného propojení kotev s patní deskou naleznete ve webináři nebo v článku <a href=\"https://www.ideastatica.com/cz/podpora/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy pro Detail 3D</a>.</p>\n<figure data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9daa2626-f57c-475a-bcd4-e31d6ecda776/fig_5_CZ.png\" data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" alt=\"\"></figure>\n<h2>6. Jakou tuhost patní desky je potřeba nastavit?</h2>\n<p>Důležité je také nastavení správné tuhosti patní desky. Na obrázku níže jsou porovnány tři modely:&nbsp;</p>\n<ul>\n  <li>měkká patní deska exportovaná z aplikace Connection,&nbsp;</li>\n  <li>měkká patní deska modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky,&nbsp;</li>\n  <li>tuhá patní deska se zvětšenou tloušťkou modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky.&nbsp;</li>\n</ul>\n<p>Výsledky ukázaly, že ohybově měkké patní desky modelované přímo v aplikaci Detail typu 3D způsobují nepřesné rozložení napětí v betonu pod patní deskou, protože dochází k jejímu nadměrnému páčení (chybí ztužující vliv sloupu). Tuhá deska tyto problémy eliminuje a poskytuje výsledky konzistentní s výsledky získanými exportem z aplikace Connection. Výpočtem stanovené síly v kotvách byly srovnatelné u prvního a třetího modelu. V druhém případě byly síly v kotvách nadhodnoceny o více než 30 %, což z něj činí nevhodně sestavený model. Pokud tedy model není vytvořen exportem z aplikace Connection a je zatížen v jednom bodě, je doporučeno použít tuhou patní desku (viz třetí model) tak, aby se interakce mezi patní deskou a betonem co nejvíce přiblížila realitě.</p>\n<figure data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0229fd18-d675-44ea-af8a-b47103f7ae99/fig_6_CZ.png\" data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat vnitřní síly na </em><em><strong>zárodek sloupu</strong></em><em>, který je v modelu aplikace Detail přímo zadaná jako deskostěnový prvek, a tím eleminuje nadměrnou deformaci tenké desky, popsanou výše. Proto doporučujeme pro verze 25.1 a vyšší zadávat vnitřní síly na sloup, viz </em><a href=\"https://www.ideastatica.com/cz/podpora/zatizeni-a-kombinace#sloup\"><em>Zárodek sloupu pro přenos zatížení</em></a><em>.</em></p>\n<figure data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84361b92-14ae-4dbe-9c68-0ac7e514fc48/fig_6_CZ_a.png\" data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" alt=\"\"></figure>\n<h2>7. Jak je to s kontaktním napětím?</h2>\n<p>V aplikaci Connection je možné nastavit mezi dvěma plechy tzv. kontakt a zobrazit v nich kontaktní napětí. Je však známým omezením (viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>) exportu kotvení z Connection do Detail, že toto kontaktní napětí není importováno. Důsledkem chybějících účinků odpovídajících kontaktnímu napětí je, že importované síly nejsou na patní desce v rovnováze a dojde k její nadměrné deformaci a tedy předčasnému ukončení výpočtu kvůli divergenci.</p>\n<p>Jak toto omezení obejít?</p>\n<ul>\n  <li>V modelu kotvení v aplikaci Connection se vyhnout použití funkce \"kontakt\". Jedná se o specifickou funkci, která v praxi nastává ve velmi úzkém rozsahu typů přípojů.</li>\n  <li>Pokud je v přípoji kontakt reálně navržen, pak je nutné kotvení zatížit přímo v Detailu (nevyužít exportovaných sil), a to v kombinaci s tuhou patní deskou (viz bod 6).</li>\n</ul>\n<figure data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c590fc0e-0c0e-4890-a5e1-3da8818c7e40/fig_7_CZ.png\" data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" alt=\"\"></figure>\n<h2>8. Proč napětí v soudržnosti dosáhne 99,9 % tak rychle?</h2>\n<p>U většiny modelů dosahuje napětí v soudržnosti 99,9% využití pro velmi nízké úrovně zatížení tahem. Příčinu lze nalézt v pracovním diagramu pro vazbu mezi kotvou/výztuží a betonem, jak je znázorněno na obrázku níže. Vazba velmi rychle dosahuje svého mezního napětí v soudržnosti a jakékoli další zatížení vede k její plastické deformaci.&nbsp;</p>\n<p>Stanovení pevnosti v soudržnosti pro lepené kotvy je popsáno v článku <a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Jak mám nastavit velikost sítě?</h2>\n<p>Kvalita sítě konečných prvků je pro 3D simulace zásadní, zejména u nelineárních výpočtů, protože mj. přímo ovlivňuje dobu výpočtu. Násobitel velikosti konečného prvku, který lze v aplikaci Detail zadat v Nastavení výpočtu, se pohybuje v rozmezí od 0,5 do 5, přičemž nastavená výchozí hodnota je 1. Použití násobitele o velikosti 5 urychluje výpočet, ale výsledky mohou být nepřesné (chyba více než 30 %). Jeho použití je vhodné pro ověření správnosti zadaného modelu a zda např. nedochází k jeho nadměrným deformacím. Po samotné posouzení je víceméně nutné použít násobitel sítě o velikosti 1 pro získání přesnějších hodnot napětí a deformace.&nbsp;</p>\n<p>Stručně řečeno, hrubá síť (vyšší násobitel) se používá pro předběžný návrh, zatímco jemnější síť (nižší násobitel) poskytuje přesnější výsledky, zejména v okolí kotev.</p>\n<figure data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/240cd840-1572-4b89-96c8-5adbf3d6f213/fig_9_CZ.png\" data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> bylo do aplikace Detail přidáno vylepšení tvorby sítě kolem kotev, a to tak, že kolem kotvy vždy dojde k jejímu zjemnění i při nastavení násobitele sítě na jeho horní mez. 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Toto vícenásobné kotvení je možné importovat do aplikace Detail, do které se naimportují všechny zadané betonové bloky, ale uživatel bude upozorněn, že aplikace nepodporuje model s více než jedním blokem, viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>. Uživatel tedy musí odstranit všechny bloky kromě jednoho a všechny patní/čelní desky vztáhnout k tomuto zbývajícímu bloku.&nbsp;</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat více patních desek na jeden existující betonový blok a toto kotvení následně importovat do aplikace Detail. Stále platí, že v aplikaci Detail je podporován pouze jeden betonový blok. Pro vícenásobném kotvení přes hranu betonového bloku platí omezení popsána v článku</em> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>.&nbsp;</p>\n<figure data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83c5bcd2-7759-4ca7-ae19-b84fdbcda042/Multiple%20base%20plates%20on%20one%20block%200.png\" data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" alt=\"\"></figure>\n<h2>Závěr</h2>\n<p>3D CSFM v IDEA StatiCa Detail je výkonný nástroj pro modelování nelineárního chování betonu a výztuže, který zajišťuje shodu s Eurokódem a ACI. Nastavená kritéria zajišťují, že se výpočty zastaví při dosažení kritických mezí deformace, a pro realistické výsledky je nezbytné správné zadání výztuže. 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    "name": "Canonical URL",
    "type": "text",
    "value": ""
  },
  "metadata__og_title": {
    "name": "OG:title",
    "type": "text",
    "value": ""
  },
  "metadata__og_description": {
    "name": "OG:description",
    "type": "text",
    "value": ""
  },
  "metadata__og_image": {
    "name": "OG:image",
    "type": "asset",
    "value": []
  },
  "translation__translation_connector": {
    "name": "Translation Connector",
    "type": "taxonomy",
    "value": [],
    "taxonomyGroup": "languages"
  },
  "translation__force_translation": {
    "name": "Force translation",
    "type": "multiple_choice",
    "value": []
  },
  "translation__last_translation": {
    "images": [],
    "linkedItemCodenames": [],
    "linkedItems": [],
    "links": [],
    "name": "Last translation",
    "type": "rich_text",
    "value": "<p><br></p>"
  },
  "translation__ai_translated": {
    "name": "AI translated",
    "type": "multiple_choice",
    "value": []
  },
  "page_tree_settings__page_label": {
    "name": "Page label",
    "type": "text",
    "value": ""
  },
  "page_tree_settings__path_segment": {
    "name": "Path segment",
    "type": "text",
    "value": ""
  },
  "page_tree_settings__breadcrumb_style": {
    "name": "Breadcrumb style",
    "type": "multiple_choice",
    "value": []
  },
  "page_tree_settings__hide_in_breadcrumbs": {
    "name": "Hide in breadcrumbs",
    "type": "multiple_choice",
    "value": []
  }
}

Widget #NaN: support_center_article

Name: RN 24.1: Investigate model behavior with Section results and Stress check

ID: 853de83d-1111-46f4-a95d-4a21630613a9

Show Raw Data

{
  "title": {
    "name": "Main headline (H1)",
    "type": "text",
    "value": "Vizualizace výsledků pomocí řezů a kontrola napětí v betonu"
  },
  "preview_image": {
    "name": "Preview image",
    "type": "asset",
    "value": [
      {
        "name": "release note intro slide.png",
        "description": null,
        "type": "image/png",
        "size": 101512,
        "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e94612c0-a1b5-48c8-85eb-734f42fc99f5/release%20note%20intro%20slide.png",
        "width": 1200,
        "height": 630,
        "renditions": {}
      }
    ]
  },
  "post_date": {
    "name": "Post date",
    "type": "date_time",
    "value": null,
    "displayTimeZone": "Europe/Prague"
  },
  "perex_content": {
    "name": "Lead paragraph",
    "type": "text",
    "value": "Pomocí zobrazení řezů můžete analyzovat výsledky a jejich chování v rámci návrhu, což zajišťuje jasnou vizualizaci v grafickém i tabulkovém formátu."
  },
  "content": {
    "images": [
      {
        "description": null,
        "imageId": "25356f09-71fc-4ff7-b6c3-98943a507bdc",
        "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34362025-5732-4d5b-b661-96a5d119dea2/release%20notes.png",
        "height": 800,
        "width": 1335
      },
      {
        "description": null,
        "imageId": "d105bb4d-8643-4b67-9394-1f3123ddc0c3",
        "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c305661f-76a1-4dd5-a630-0dc245dfe4d9/stress%20check.png",
        "height": 800,
        "width": 1600
      }
    ],
    "linkedItemCodenames": [
      "untitled_content_item_1085ffa"
    ],
    "linkedItems": [
      {
        "elements": {
          "title": {
            "name": "Title",
            "type": "text",
            "value": "Stáhněte si aktuální verzi a vyzkoušejte si všechny nové funkce"
          },
          "event_id": {
            "name": "Event ID",
            "type": "text",
            "value": ""
          },
          "description_top": {
            "name": "Description before",
            "type": "text",
            "value": ""
          },
          "link_text": {
            "name": "Link text",
            "type": "text",
            "value": "Stáhněte si nejnovější verzi"
          },
          "link_url": {
            "name": "Link URL",
            "type": "text",
            "value": ""
          },
          "content_item_link": {
            "name": "Content Item Link",
            "type": "modular_content",
            "value": [
              "landing_page___downloads"
            ],
            "linkedItems": [
              {
                "elements": {
                  "title": {
                    "name": "Main headline (H1)",
                    "type": "text",
                    "value": "Produkty ke stažení"
                  },
                  "subtitle": {
                    "name": "Subtitle",
                    "type": "text",
                    "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                  },
                  "breadcrumbs_page_title": {
                    "name": "Breadcrumbs page title",
                    "type": "text",
                    "value": ""
                  },
                  "breadcrumbs_parent": {
                    "name": "Breadcrumbs parent",
                    "type": "modular_content",
                    "value": [],
                    "linkedItems": []
                  },
                  "content": {
                    "images": [],
                    "linkedItemCodenames": [
                      "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                      "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                      "untitled_content_item_ce63361",
                      "test___collapsible_widget",
                      "untitled_content_item_f3cd022"
                    ],
                    "linkedItems": [
                      {
                        "elements": {
                          "title": {
                            "name": "Title",
                            "type": "text",
                            "value": "Aktuální verze"
                          },
                          "styles": {
                            "name": "Block style",
                            "type": "multiple_choice",
                            "value": [
                              {
                                "name": "default (single download block)",
                                "codename": "single"
                              }
                            ]
                          },
                          "content_top": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Description before",
                            "type": "rich_text",
                            "value": "<p><br></p>"
                          },
                          "download_blocks": {
                            "name": "Download blocks",
                            "type": "modular_content",
                            "value": [
                              "untitled_content_item_8de7457"
                            ],
                            "linkedItems": []
                          },
                          "content_bottom": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [
                              {
                                "codename": "rn_25_1__release_notes_idea_statica_25_1___full_li",
                                "linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
                                "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                "type": "support_center_article"
                              },
                              {
                                "codename": "untitled_content_item_26e29f8",
                                "linkId": "26e29f8c-f439-430a-8ffd-f16af55d4c31",
                                "urlSlug": "opravene-chyby-v-patchich-idea-statica",
                                "type": "support_center_article"
                              },
                              {
                                "codename": "system_requirements_for_idea_statica",
                                "linkId": "1a877e3a-ce1d-4127-8857-da4bcd33ee9c",
                                "urlSlug": "systemove-pozadavky-pro-instalaci-idea-statica",
                                "type": "support_center_article"
                              }
                            ],
                            "name": "Description after",
                            "type": "rich_text",
                            "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
                          },
                          "visibleinregion": {
                            "name": "VisibleInRegion",
                            "type": "multiple_choice",
                            "value": []
                          },
                          "regions": {
                            "name": "Region",
                            "type": "taxonomy",
                            "value": [],
                            "taxonomyGroup": "region"
                          },
                          "translation__translation_connector": {
                            "name": "Translation Connector",
                            "type": "taxonomy",
                            "value": [],
                            "taxonomyGroup": "languages"
                          },
                          "translation__force_translation": {
                            "name": "Force translation",
                            "type": "multiple_choice",
                            "value": []
                          },
                          "translation__last_translation": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Last translation",
                            "type": "rich_text",
                            "value": "<p><br></p>"
                          },
                          "translation__ai_translated": {
                            "name": "AI translated",
                            "type": "multiple_choice",
                            "value": []
                          }
                        },
                        "system": {
                          "codename": "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                          "collection": "default",
                          "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                          "language": "cs-CZ",
                          "lastModified": "2025-12-15T16:21:03.6402035Z",
                          "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                          "sitemapLocations": [],
                          "type": "widget_downloads_list",
                          "workflowStep": null,
                          "workflow": null
                        }
                      },
                      {
                        "elements": {
                          "title": {
                            "name": "Title",
                            "type": "text",
                            "value": "Starší verze"
                          },
                          "styles": {
                            "name": "Block style",
                            "type": "multiple_choice",
                            "value": [
                              {
                                "name": "multiple download blocks",
                                "codename": "multiple"
                              }
                            ]
                          },
                          "content_top": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Description before",
                            "type": "rich_text",
                            "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                          },
                          "download_blocks": {
                            "name": "Download blocks",
                            "type": "modular_content",
                            "value": [
                              "test___download_block",
                              "test___download_block_2",
                              "download___idea_statica_older_version_b__copy__dad1ff5",
                              "download___idea_statica_older_version_b__copy_"
                            ],
                            "linkedItems": []
                          },
                          "content_bottom": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Description after",
                            "type": "rich_text",
                            "value": "<p><br></p>"
                          },
                          "visibleinregion": {
                            "name": "VisibleInRegion",
                            "type": "multiple_choice",
                            "value": []
                          },
                          "regions": {
                            "name": "Region",
                            "type": "taxonomy",
                            "value": [],
                            "taxonomyGroup": "region"
                          },
                          "translation__translation_connector": {
                            "name": "Translation Connector",
                            "type": "taxonomy",
                            "value": [],
                            "taxonomyGroup": "languages"
                          },
                          "translation__force_translation": {
                            "name": "Force translation",
                            "type": "multiple_choice",
                            "value": []
                          },
                          "translation__last_translation": {
                            "images": [],
                            "linkedItemCodenames": [],
                            "linkedItems": [],
                            "links": [],
                            "name": "Last translation",
                            "type": "rich_text",
                            "value": "<p><br></p>"
                          },
                          "translation__ai_translated": {
                            "name": "AI translated",
                            "type": "multiple_choice",
                            "value": []
                          }
                        },
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                          "codename": "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                          "collection": "default",
                          "id": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
                          "language": "cs-CZ",
                          "lastModified": "2025-12-15T16:21:03.6402035Z",
                          "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
                          "sitemapLocations": [],
                          "type": "widget_downloads_list",
                          "workflowStep": null,
                          "workflow": null
                        }
                      }
                    ],
                    "links": [],
                    "name": "Content",
                    "type": "rich_text",
                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8497a9c8_6cfb_0124_d421_c239cbb620e7\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6eb9f5f3_e451_01a0_d6dc_2922a3e593de\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_ce63361\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"test___collapsible_widget\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_f3cd022\"></object>"
                  },
                  "shared_content": {
                    "images": [],
                    "linkedItemCodenames": [],
                    "linkedItems": [],
                    "links": [],
                    "name": "Shared content",
                    "type": "rich_text",
                    "value": "<p><br></p>"
                  },
                  "design": {
                    "name": "Design",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "header_link": {
                    "name": "Header link",
                    "type": "text",
                    "value": ""
                  },
                  "header_content_item_link": {
                    "name": "Header Content Item Link",
                    "type": "modular_content",
                    "value": [],
                    "linkedItems": []
                  },
                  "header_cross_links": {
                    "name": "Header cross links",
                    "type": "modular_content",
                    "value": [],
                    "linkedItems": []
                  },
                  "header_content": {
                    "images": [],
                    "linkedItemCodenames": [],
                    "linkedItems": [],
                    "links": [],
                    "name": "Header content",
                    "type": "rich_text",
                    "value": "<p><br></p>"
                  },
                  "header_title": {
                    "name": "Header title",
                    "type": "text",
                    "value": ""
                  },
                  "header_alignment": {
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                    "type": "multiple_choice",
                    "value": []
                  },
                  "header_button_text": {
                    "name": "Header button text",
                    "type": "text",
                    "value": ""
                  },
                  "is_breadcrumbs_hidden": {
                    "name": "Hide breadcrumbs",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "header_background_image": {
                    "name": "Background image",
                    "type": "asset",
                    "value": []
                  },
                  "header_background_image_effects": {
                    "name": "Background image effect",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "is_header_full_height": {
                    "name": "Small height header",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "header_background_video": {
                    "name": "Background video",
                    "type": "asset",
                    "value": []
                  },
                  "url_slug": {
                    "name": "URL slug",
                    "type": "url_slug",
                    "value": "product-downloads"
                  },
                  "unique_url_slug": {
                    "name": "Unique URL slug",
                    "type": "custom",
                    "value": "[\"product-downloads\",\"[autogenerated]\"]"
                  },
                  "content_settings__sitemap": {
                    "name": "Show in sitemap",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "content_settings__robots": {
                    "name": "Search engine indexing",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "content_settings__is_hidden": {
                    "name": "Hidden nested content",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "metadata__page_title": {
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                    "value": "Ke stažení"
                  },
                  "metadata__page_description": {
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                    "type": "text",
                    "value": ""
                  },
                  "metadata__page_keywords": {
                    "name": "Page keywords",
                    "type": "text",
                    "value": ""
                  },
                  "metadata__canonical_url": {
                    "name": "Canonical URL",
                    "type": "text",
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                  },
                  "metadata__og_title": {
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                    "value": ""
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                  },
                  "metadata__og_image": {
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                    "type": "asset",
                    "value": [
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                        "description": null,
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                        "height": 840,
                        "renditions": {}
                      }
                    ]
                  },
                  "translation__translation_connector": {
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                    "type": "taxonomy",
                    "value": [],
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                  "translation__last_translation": {
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                    "linkedItemCodenames": [],
                    "linkedItems": [],
                    "links": [],
                    "name": "Last translation",
                    "type": "rich_text",
                    "value": "<p><br></p>"
                  },
                  "translation__ai_translated": {
                    "name": "AI translated",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "page_tree_settings__page_label": {
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                    "type": "text",
                    "value": ""
                  },
                  "page_tree_settings__path_segment": {
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                    "type": "text",
                    "value": ""
                  },
                  "page_tree_settings__breadcrumb_style": {
                    "name": "Breadcrumb style",
                    "type": "multiple_choice",
                    "value": []
                  },
                  "page_tree_settings__hide_in_breadcrumbs": {
                    "name": "Hide in breadcrumbs",
                    "type": "multiple_choice",
                    "value": []
                  }
                },
                "system": {
                  "codename": "landing_page___downloads",
                  "collection": "default",
                  "id": "0dff6482-3e17-4ca2-bb66-b4abc6a8dde4",
                  "language": "cs-CZ",
                  "lastModified": "2025-12-15T16:21:03.6402035Z",
                  "name": "Product downloads - Landing page",
                  "sitemapLocations": [],
                  "type": "landing_page",
                  "workflowStep": "published",
                  "workflow": "default"
                }
              }
            ]
          },
          "description_bottom": {
            "name": "Description after",
            "type": "text",
            "value": ""
          },
          "button_styles": {
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            "type": "multiple_choice",
            "value": [
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                "codename": "filled_button"
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          },
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            "type": "taxonomy",
            "value": [],
            "taxonomyGroup": "region"
          },
          "translation__translation_connector": {
            "name": "Translation Connector",
            "type": "taxonomy",
            "value": [],
            "taxonomyGroup": "languages"
          },
          "translation__force_translation": {
            "name": "Force translation",
            "type": "multiple_choice",
            "value": []
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          "translation__last_translation": {
            "images": [],
            "linkedItemCodenames": [],
            "linkedItems": [],
            "links": [],
            "name": "Last translation",
            "type": "rich_text",
            "value": "<p><br></p>"
          },
          "translation__ai_translated": {
            "name": "AI translated",
            "type": "multiple_choice",
            "value": []
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        },
        "system": {
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          "id": "1085ffa7-953b-4268-bce8-10b179ad293a",
          "language": "cs-CZ",
          "lastModified": "2025-10-21T11:19:25.9680623Z",
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          "type": "widget_cta_button",
          "workflowStep": "published",
          "workflow": "default"
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      }
    ],
    "links": [
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        "linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
        "urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
        "type": "support_center_article"
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    ],
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                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - 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                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. 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Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. 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                            "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. Můžete navrhnout patky a stěny zatížené z roviny a vidět jejich skutečné chování. Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. Toto nahrazuje BEZPLATNÉ CAD pluginy.&nbsp;</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Checkbot je připraven na velké projekty</strong></a>, spolehlivě zvládá importy (&lt;30 s) z modelů s až 1 000 uzly a otevírá je o 50 % rychleji díky vylepšenému zpracování souborů.&nbsp;</li>\n  <li>Cloudová aplikace<strong> </strong><a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\"><strong>Viewer</strong></a> teď zobrazuje zatížení a zlepšila se rychlost načítáni.&nbsp;</li>\n  <li>Zkontrolujte kompatibilitu s vaším softwarem v seznamu <a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\"><strong>podporovaných verzí v 24.0</strong></a></li>\n</ul>\n<h2>Použitelnost a licencování</h2>\n<ul>\n  <li>Vylepšené přihlašování pomocí <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>jednotného přihlašování</strong></a> a vylepšení <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\"><strong>uživatelského portálu</strong></a></li>\n  <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\"><strong>Klávesové zkratky</strong></a> a <strong>nový jazyk</strong> (brazilská portugalština)&nbsp;</li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\"><strong>Sdílená nastavení</strong></a> pro správu napříč projekty a aplikacemi&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\"><strong>Nové chybové hlášky</strong></a> a <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\"><strong>tooltipy</strong></a> s odkazy na centrum podpory</li>\n</ul>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a2021d1c_5fd2_01b2_b70d_1c069cb3256a\"></object>"
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            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. 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                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                            "value": "Compatible Stress Fields Method (CSFM) je rozšířením zavedených metod používaných k řešení oblastí diskontinuit. Jaký je rozdíl mezi CSFM a metodou náhradní příhradoviny? A jaké dostanete výsledky? A je CSFM v souladu s normami? Pokud chcete vědět víc, čtěte dále!"
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                            "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                    "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                    "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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Všechna tahová napětí tedy musí být přenesena výztuží.</p>\n<p>Dalším důvodem je, že v aplikaci IDEA StatiCa Detail 3D nejsou použity principy lomové mechaniky. Model nesimuluje explicitní šíření trhlin ani nevyužívá parametry betonu definované v lomové mechanice (G_f, K_IC, tvar lomové plochy). Beton je modelován jako tvárný materiál s vodorovnou plastickou větví v tlaku – jakmile je dosaženo mezního tlakového napětí, napětí zůstává konstantní a pouze deformace se dále zvyšují až do předepsané meze. V důsledku toho dokáže Detail 3D zachytit plastické přerozdělení napětí a deformací v D-oblastech, ale explicitně nemodeluje mechanismy křehkého porušení řízené lomovou mechanikou (např. čisté smykové porušení prostého betonu, nestabilní šíření jediné dominantní trhliny atd.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>Závěrem lze říci, že modely musí splňovat definici železobetonu uvedenou v mezinárodních normách. Pokud dodržíte konstrukční definované v normách, obdržíte správné výsledky.&nbsp;</p>\n<h4>Mezní stav únosnosti</h4>\n<p>Všechny výpočty a posudky jsou implementovány&nbsp;<strong>pouze pro MSÚ</strong>. Definice materiálových modelů a způsob samotného výpočtu musí být u MSP odlišný. Tento rozdíl můžete vidět v Detailu ve 2D.&nbsp;</p>\n<h4>Tlakové změkčení (tzv. Compression softening)</h4>\n<p>Nejprve si definujme, co je to tlakové změkčení: Beton v tlaku ztrácí pevnost a tuhost, když je současně silně potrhaný v tahu, tj. když jsou přítomna velká příčná tahová napětí.</p>\n<p>V případech, kdy je únosnost určena tlačenou vzpěrou procházející silně potrhaným betonem, má Detail 3D tendenci nadhodnocovat únosnost (tj. být mírně nekonzervativní), pokud je výsledek interpretován přímo jako skutečná mezní únosnost.</p>\n<p>Z těchto důvodů je 3D modul zatím vhodný pouze pro posouzení únosnosti kotvení v jednoduchých železobetonových blocích.</p>\n<p>I když je možné modelovat například pilotové založení s využitím podpor na malé ploše, ověření není spolehlivé, protože změkčující efekt se stává významným, zejména u detailů souvisejících s protlačením. Stejná situace může nastat v případě tenké desky s na ní umístěným sloupem a v dalších podobných případech, kdy není prvek dostatečně vyztužen svislou výztuží.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>Pro tyto situace je nutné implementovat změkčení betonu, které je v současnosti dostupné pouze v 2D modulu.&nbsp;<strong>Proto lze 3D modul použít pouze pro kontrolu porušení kolem kotev, kde tento efekt nemá vliv.</strong></p>\n<h4>Posouzení kotev</h4>\n<p>Prvek kotvy je definován tak, že je schopný přenášet osové tahové/tlakové síly stejně jako smykové síly, přičemž je zohledněna ohybová tuhost kotvy, jak je popsáno v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Podporujeme posudky dle příslušných norem (<strong>pouze EN</strong>), proto lze IDEA StatiCa Detail použít samostatně pro posouzení kotvení jako celku (kotvy, výztuž, beton).</p>\n<p>Implementované normy:&nbsp;<strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1.&nbsp;</strong></p>\n<p>Pro posouzení dalších komponent styčníku (svarů, plechů atd.) je potřeba použít IDEA StatiCa Connection, kde můžete provést i kompletní posouzení kotev pro prostý beton. Kotvení v Connection – spolu s aplikovanými silami – lze exportovat do Detailu pro další návrh výztuže.</p>\n<p>Pro <strong>ACI a australskou normu</strong> <strong>nejsou dosud implementovány</strong> normové posudky kotev ve smyku a ve smyku + tahu, proto je vždy nutné pro komplexní normové posudky kotev použít obě aplikace.</p>\n<h4>Překlopení</h4>\n<p>Pokud zadané zatížení způsobí překlopení modelu, model bude počítat až do divergence nebo dosažení kritéria. To obvykle trvá dlouho s následujícím výsledkem:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>Zobrazuje se procento přeneseného zatížení před ztrátou stability modelu. V Doplňkových výsledcích je možné zobrazit extrémní deformace.</p>\n<p>Alternativní řešení: Doporučuje se nejprve vypočítat jakýkoli model s Násobkem výchozí velikosti sítě nastaveným na vysokou hodnotu (4-5). Tento násobek lze najít v Nastavení -&gt; Nastavení sítě. Výpočet proběhne rychle a &nbsp;vy budete moci zjistit, zda je problém v překlopení modelu nebo ne.</p>\n<p>Je potřeba zkontrolovat, zda je v zatížení zadána vlastní tíha betonového bloku, která případnému překlopení modelu může zabránit. Pozor, importem z aplikace Connection není vlastní tíha do modelu zadána automaticky, viz text dále.</p>\n<h3>Omezení importu z aplikace Connection</h3>\n<h4>Kontakty</h4>\n<p>Obecně není podporován import sil působících na základovou desku prostřednictvím <strong>kontaktu</strong> s jinou ocelovou deskou. To platí jak pro kontakt hrana-plocha, tak pro typy kontaktů plocha-plocha. Více si přečtěte <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"v tomto článku\">v tomto článku</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Kotvení bez patní desky</h4>\n<p>Pouze modely kotvené přes patní desku mohou být správně importovány do aplikace Detail. Pro modely, kde jsou prvky připojeny k betonovým blokům přímo&nbsp;(např. přes spodní pásnici), je plech prvku s kotvami importován bez zatížení, tj. nejsou importovány silové účinky ze svarů.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Vlastní tíha není přidána automaticky</h4>\n<p>Vlastní tíha není v importovaných zatěžovacích stavech automaticky zahrnuta, musí být dodatečně přidána uživatelem. To může hlavně ovlivnit případy kotvení k základovým patkám, kde neuvážení vlastní tíhy může vést ke ztrátě stability a k překlopení základu, jak je zmíněno v odstavci výše.</p>\n<h4>Nepodporované typy kotvení pro export do Detailu</h4>\n<p>Kotvy s hákem nejsou v Detailu podporovány. V exportovaném souboru bude místo nich použita kotva s podložkou.</p>\n<p>Podložka je modelována jako deskostěnový prvek přímo připojený k dříku kotvy a přenášející zatížení na beton výhradně prostřednictvím tlakového kontaktu. Podložka je modelována lineárně, bez plasticity, a není podrobena posudkům únosnosti. Vzhledem k tomu, že podél dříku je nulová pevnost v soudržnosti, veškeré zatížení se přenáší do betonu prostřednictvím podložky. Více o typech kotev naleznete v článku <a href=\"https://www.ideastatica.com/cz/podpora/jednotlive-kotvy-v-detailu\">Jednotlivé kotvy v Detailu</a>.</p>\n<h4>Nepodporované kombinace kotev</h4>\n<p>Aplikace Detail nepodporuje kombinování spřahovacích trnů nebo výztuže s jinými typy kotev. Tyto typy kotev nebudou zahrnuty do výstupu. Více informací o možnostech kotevních desek naleznete v článku <a href=\"https://preview.ideastatica.com/cz/podpora/moznosti-zadani-kotevni-desky\">Možnosti zadání kotevní desky</a>.</p>\n<h4>Kombinace importovaných zatížení a zatížení zadaných uživatelem</h4>\n<p><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu</strong>. Z důvodů popsaných v&nbsp;<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>. Kotvy se do Detailu naimportují tak, že nejsou s patní deskou propojené na osovou sílu (propojení na smyk je řízeno způsobem přenosu smyku). Pokud v Detailu vytvoříte zatížení aplikované na patní desku, je zřejmé, že zatížení z patní desky nebude do kotev přeneseno.</p>\n<p>Alternativní řešení: Zkopírujte importovanou Položku projektu, odstraňte všechna importovaná zatížení, propojte všechny kotvy s patní deskou na osovou sílu a poté můžete zadat nové zatížení.</p>\n<h4>Více betonových bloků</h4>\n<p>V aplikaci Detail je podporován<strong> pouze jeden betonový blok</strong>. Nicméně betonový blok může být upraven pomocí Negativního tělesa, Roviny řezu a operace Řez. Díky tomu je možné modelovat složitější tvary jako jsou podstavce, rozšíření základových pásů, kotvení v blízkosti otvorů atd.</p>\n<p>Je také možné importovat dva nezávislé betonové bloky z aplikace Connection, které se importují do aplikace Detail jako dvě položky modelu, jež lze dále upravovat pomocí operace Řez.</p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<h4>Více než jedna kotevní deska v bloku</h4>\n<p>Export více kotevních desek je podporován, ale <strong>nedoporučuje se importovat takzvané kotvení na hraně</strong>.&nbsp;</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>V aplikaci Connection je beton modelován zjednodušeným způsobem pomocí Winklerova podloží. Na druhou stranu je ocelová část nad betonovým blokem modelována podrobně se zohledněním plasticity materiálů. Pro detailnější posouzení železobetonu pod patní deskou je možné exportovat patní desku, kotvy a zatížení do aplikace Detail. Tam je beton modelován plasticky.</p>\n<p>Kotvy jsou exportovány rozpojené pro přenos osové síly a zatížení mezi nimi je nahrazeno dvojicí sil stejné velikost, ale opačného směru (právě kvůli chybějící tuhosti ocelové části nad patní deskou). Proto není možné, aby se osové síly v kotvách změnily, pokud se krycí vrstva v rohu betonového bloku stane plastickou (odprýskne se). Obdobně jsou svary patních desek exportovány rozpojené, přičemž spojení je nahrazeno stejnými, ale opačnými silami. Proto nemůže dojít ke změně napětí na svaru v případě plastizace betonového rohu.</p>\n<p>Z toho vyplývá, že po exportu, ačkoli jsou všechny síly působící na základní desky v rovnováze, nebudou splněny deformační podmínky.</p>\n<p><em>Platí to pro současnou verzi 25.1.2. Může se lišit v předchozích verzích, protože postupně pracujeme na odstranění těchto omezení. Více informací o každé verzi najdete v </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>novinkách k verzi</em></a><em>.</em><br>\n</p>"
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                            "value": "<h3>Úvod</h3>\n<p>3D Detail je v podstatě rozšířením stávající aplikace IDEA StatiCa Detail. Přidává nový typ Model 3D a s tím přichází i implementace metody pro výpočet napěťových polí ve 3D prostoru nazvané 3D CSFM. Výpočty a posudky jsou implementovány pro mezní stav únosnosti.</p>\n<p>Než se pustíme do popisu funkcionalit 3D Detailu, bude dobré upozornit na existenci teoretických základů, kde si můžete přečíst více technických detailů o jednotlivých entitách modelu a samotných výpočtech.</p>\n<ul>\n  <li><a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>IDEA StatiCa Detail – Konstrukční návrh betonových 3D nespojitostí</strong></a></li>\n</ul>\n<p>V prvním kroku si uživatel může na úvodní obrazovce (v průvodci) vybrat nový typ modelu, kde je k dispozici několik šablon, včetně obecné možnosti zadat model od začátku.</p>\n<figure data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b625d4c-9842-4ccc-b10b-89a82bceb111/3D%20Detail%20in%2024.1_1.png\" data-asset-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" data-image-id=\"ca081143-2906-4217-9081-14c2f44a70c0\" alt=\"\"></figure>\n<p>Stejně jako u 2D modelů je možné i ve 3D variantě upravit počáteční nastavení v pravé části, jako je Norma návrhu, Materiály a Krytí betonu.</p>\n<p>Po vytvoření ať už prázdného modelu nebo modelu ze šablony jsou k dispozici možnosti známé z prostředí 2D modelování.</p>\n<p>Možnosti pro práci s více Položkami projektu najdete na horním pásu karet, stejně jako nyní standardní tlačítka Zpět/Znovu, možnosti zobrazit Popisy, ovládací prvky pro Obrázky, nastavení Výpočtů a ovládací prvky pro správu Šablon.</p>\n<figure data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d987045a-993e-403c-b17c-e48903b0005a/3D%20Detail%20in%2024.1_3.png\" data-asset-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" data-image-id=\"840b12db-7044-4126-9e3a-b05d81ec1cf8\" alt=\"\"></figure>\n<p>Inicializuje se také strom, jehož první položka, ve výchozím nastavení DRM1, obsahuje výchozí nastavení pro aktuální položku projektu. Nad stromem najdete nástroje pro manipulaci s modelem.</p>\n<figure data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3381341d-56a3-49bf-b78c-dff47f501a72/3D%20Detail%20in%2024.1_4.png\" data-asset-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" data-image-id=\"e8fa794c-8311-4af1-b0ba-452b6c2edcda\" alt=\"\"></figure>"
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                                                    "value": "<h3>Posouzení kotvení v aplikaci Connection</h3>\n<p>Již nějakou dobu lze v aplikaci IDEA StatiCa Connection modelovat a posuzovat kotvení ocelových nosníků/sloupů do betonového bloku. Do nedávno vydané verze 24.1 byla přidána možnost modelování kotev s háky. Pro posouzení různých způsobů porušení kotev a betonu se používají empirické vzorce z Eurokódu (EN 1992-4 a EN 1993-1-8). Vzhledem k chybějícím informacím o některých typech kotev a skutečnosti, že výztuž v betonovém bloku nelze zohlednit, však nelze některé způsoby porušení plně posoudit. Uživatel však je na tuto skutečnost upozorněn.</p>\n<figure data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9755e4c-244b-4015-b72f-e003fede656d/landing_page_1.png\" data-asset-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" data-image-id=\"daf5c35e-ca71-4be7-8b1e-7d7f3c37b24a\" alt=\"\"></figure>\n<h3>Aplikace 3D Detail</h3>\n<p>Dříve musel uživatel u některých způsobů porušení doplňovat chybějící posudky sám ručními výpočty. Aby se tyto nedostatky odstranily, je nyní možné<strong> exportovat model z aplikace Connection do aplikace 3D Detail.</strong> To zahrnuje přenesení geometrie a parametrů betonového bloku, patní desky a kotev včetně působícího zatíženi. V aplikaci 3D Detail je pak možné do betonového bloku domodelovat výztuž a provést nelineární výpočet metodou konečných prvků (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>Posudky pak nejsou založeny na standardních vzorcích Eurokódu, ale je posouzeno přímo napětí a přetvoření v betonu a ve výztuži stanovené se zohledněním normových charakteristik materiálů.</p>\n<p>V rámci webináře vám na praktické ukázce představíme celý pracovní postup posouzení kotvení a vysvětlíme speficika modelování.</p>\n<h3>A co dál?</h3>\n<p>Přečtěte si více o normovém posouzení kotvení v aplikacích IDEA StatiCa:</p>\n<ul>\n  <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">Propojení IDEA StatiCa Checkbot s Hilti PROFIS</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Teoretické základy výpočtu kotvení v aplikaci IDEA StatiCa Connection</a></li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do 3D Detailu</a></li>\n  <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h3>Záznam webináře</h3>"
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                                                    "value": "<p>Pevnost v soudržnosti, která se zadává u prvku <strong>Jedna kotva</strong> v Detailu 3D je <strong>návrhová hodnota</strong> pevnosti v soudržnosti lepené (dodatečně instalované) kotvy. Jedná se o klíčový parametr pro návrh kotvení v Detailu 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>Z hlediska EN 1992-4 můžeme návrhovou pevnost v soudržnosti definovat jako τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub>&nbsp;</p>\n<p>γ<sub>Mp</sub>&nbsp; je dílčí součinitel bezpečnosti definovaný v tabulce 4.1 v EN 1992-4</p>\n<p>γ<sub>mp</sub> = γ<sub>mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1,5</p>\n<p><strong>γ</strong><strong><sub>inst&nbsp; </sub></strong>- součinitel zohledňující citlivost dodatečně instalovaných kotev na podmínky při instalaci. Lze nalézt v příslušných evropských technických specifikacích pro konkrétní produkt.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> &nbsp;- je charakteristická pevnost v soudržnosti dodatečně lepené kotvy. &nbsp;Závisí na pevnosti, třídě betonu a stavu betonu – popraskaný vs. nepopraskaný. Lze jej nalézt v certifikátu pro lepící chemickou maltu, například ETA – European Technical Assesment.</p>\n<h3>Příklad</h3>\n<p>Mějme dodatečně lepenou kotvu ze závitové tyče M12&nbsp;a maltu Hilti HIT-HY 200-A V3. Otvor je vyvrtán příklepem. Kotva se instaluje za sucha do betonu C20/25 s trhlinami . Projektovaná životnost je 50 let.</p>\n<p>Nejprve musíme přejít na webovou stránku produktu HIT-HY 200-A <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">zde</a>. Hledáme ETA dokument. Přejděte do části <strong>Technical data</strong> a otevřete dokument PDF Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>Na straně 3 tohoto dokumentu naleznete odkazy na příslušné dokumenty ETA.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Otevřete dokument ETA-19/0601, který je pro nás relevantní. Odkaz v prvním řádku tabulky.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>V tabulce C1 tohoto dokumentu naleznete údaje pro <strong>τ</strong><strong><sub>Rk</sub></strong> - charakteristická pevnost v soudržnosti. Konzervativně pro teplotní rozsah II, v našem případě τ<sub>Rk</sub> = 8,0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>V tabulce C1 dokumentu naleznete také relevantní γ<sub>inst </sub>. V našem případě γ<sub> inst</sub> = 1,0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>Konečná hodnota návrhové pevnosti v soudržnosti&nbsp;je τ<sub>Rd</sub> = 8,0 /(1,5x1,0) = 5,3 MPa.&nbsp;</p>\n<p><br>\n</p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n63e88226_a2a8_01a1_1e77_fd408ae10ab1\"></object>"
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                                                            "value": "<h3>Zařízení&nbsp;pro přenos zatížení</h3>\n<p><strong>Zařízení pro přenos zatížení</strong> obsahují dvě entity: patní desku a kotvu. Začněme patní deskou. Chcete-li určit její umístění na betonovém bloku, je nutné vybrat referenční povrch a hranu. Ty definují počátek souřadnic, ze kterých se měří vzdálenosti X a Y. K dispozici jsou dvě možnosti definice tvaru, obdélníkový a polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>Patní deska je spojena s betonovým prvkem kontaktem, který přenáší tlaková napětí, a pokud se uživatel rozhodne, může přenášet i smyková napětí. Lze vybrat tři mechanismy přenosu smyku:</p>\n<ul>\n  <li><strong>třením</strong></li>\n  <li><strong>pomocí kotev</strong></li>\n  <li><strong>pomocí smykové zarážky</strong></li>\n</ul>\n<p>Software neumožňuje tyto mechanismy přenosu smyku kombinovat.</p>\n<p>Při přenosu třením je třeba zadat návrhovou hodnotu součinitele tření. Pro variantu přenosu pomocí smykové zarážky je třeba zadat ocelový profil včetně geometrie a polohy.</p>\n<p>Patní deska může přenášet buď bodové zatížení, nebo skupinu sil. Pro bodové zatížení lze model zatížit šesti vnitřními silami (Fx, Fy, Fz, Mx, My a Mz) v libovolné poloze na patní desce. U skupiny sil mohou uživatelé zadávat polohy, intenzity a směry sil do tabulky, což umožňuje obecné umístění na patní desce. Je důležité zmínit, že patní deska je bodově zatížená a nemá na horní straně přivařenou žádnou výztuhu ani ztužijící prvek. Pro správné rozložení zatížení je tedy důležité použít relativně tuhou desku s poměrně velkou tloušťkou.&nbsp;</p>\n<p>Druhé zařízení pro přenos zatížení, kotvu, lze přidat a propojit s patní deskou a vytvořit tak například detail kotvení sloupu pomocí čtyř kotev (viz obrázek níže). Je také možné modelovat samostatné kotvy bez patní desky.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>Více informací o propojení s patní deskou naleznete v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>\n<p>Z hlediska polohy a geometrie jsou kotvy vztaženy k povrchu a hraně bloku, včetně určení relativní polohy jako u patní desky. Samozřejmě je možné specifikovat délku kotvy v betonu a délku nad betonovou plochou.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>Kotvy jsou implementovány ve dvou variantách:</p>\n<ul>\n  <li>Na místě zabetonovaná výztuž</li>\n  <li>Lepená kotva</li>\n</ul>\n<p>Pro na místě zabetonovanou výztuž se používá mezní napětí v soudržnosti podle EN 1992-1-1 kap. 8.4.2. Kromě toho je možné pro tento typ kotvy určit Způsob kotvení stejně jako pro běžnou výztuž.</p>\n<p>U lepených kotev je možné přímo zadat Pevnost vazby (soudržnost), kterou si uživatel může zjistit např. z technického listu nanesené lepicí malty. Je důležité poznamenat, že <strong>je nutné zadat návrhovou hodnotu mezního napětí v soudržnosti</strong>.</p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>Podrobný popis chování vzájemného propojení kotvy a patní desky je popsán v <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretických základech</a>.</p>"
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                                                                    "value": "<p>Eurokód specifikuje několik způsobů porušení kotev a betonových patek a dále je dělí podle typu zatížení. <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">V IDEA StatiCa Connection</a> jsme dosud mohli kotvy posoudit, ale s určitými omezeními bylo nutné hodnocení provádět ručně.&nbsp;</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>Současně nebylo možné počítat s vyztužením betonových bloků. To se nyní mění s aplikací IDEA StatiCa 3D Detail, která přidává další možnosti. IDEA StatiCa 3D Detail nenabízí posouzení tak, jak jsme zvyklí v normě, která definuje posouzení prostého betonu. Pomocí MKP analýzy nyní můžeme ověřit, že železobeton bude vyhovovat zadanému zatížení a bude zabráněno porušení betonu, které by tomuto zatížení odpovídalo. Aplikace fungují a lze je používat samostatně, ale díky <a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">propojení mezi aplikacemi Connection a 3D Detail</a> je možné 3D Detail používat i jako doplňkový výpočet v případě nevyhovujícího posouzení v aplikaci Connection.&nbsp;</p>\n<p>Nyní si projděme podmínky Eurokódu jednu po druhé a možnosti, které nám aplikace nabízejí.&nbsp;</p>\n<h2>Tahová síla</h2>\n<p>Eurokód rozděluje první typ zatížení (<strong>tahovou sílu</strong>) na 6 způsobů porušení kotvy nebo betonového bloku (a, b, c, d, e, f) a další dva pro vyztužené patky (g, h).&nbsp;</p>\n<p>Na obrázku níže schématicky vidíte, jaký typ porušení můžete pomocí aplikace Connection posoudit a jaké chování lze použitím železobetonu, a tedy analýzou v 3D Detailu, pokrýt. IDEA StatiCa Connection používá pro návrh kotev <strong>(CBFEM) </strong>empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.1)<strong>,</strong> zatímco IDEA StatiCa 3D Detail je zcela založena na metodě konečných prvků <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM).</strong></a> Některé možnosti posouzení se tedy v obou aplikacích překrývají, ale vždy jinou metodou.&nbsp;</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Z povahy metod implementovaných v aplikacích vyplývá, že v aplikaci Connection lze uvažovat pouze prostý beton, zatímco <strong>v 3D Detailu lze uvažovat pouze železobetonové patky</strong>.&nbsp;</p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Hlavní předpoklady a omezení analýzy pro IDEA StatiCa 3D Detail jsou uvedeny v článku <a href=\"https://www.ideastatica.com/cz/podpora/znama-omezeni-pro-3d-detail\">Známá omezení pro 3D Detail</a>.</p>\n<h4>a) Porušení&nbsp;oceli kotvy</h4>\n<p>V obou aplikacích se ověřuje samotné porušení oceli u tahem zatížených kotev. Pevnost kotvy v tahu se v aplikaci Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>V aplikaci Detail jsou kotvy kontrolovány podle vybraného Eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1.&nbsp;</p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>V 3D Detailu se kotvy posuzují jako běžná výztuž podle pracovních diagramů definovaných pro jednotlivé materiály, přičemž se používá hodnota mezního přetvoření&nbsp;maximálně 5% (vypočteno na základě vlivu tahového ztužení).</p>\n<h4>b) Vytržení betonového kužele&nbsp;</h4>\n<p>Vytržení betonového kužele se v aplikaci Connection ověřuje dle níže uvedeného vzorce, posuzuje se však pouze <strong>prostý beton</strong>.&nbsp;</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Proto v případě, že betonový kužel selže, je vhodné přistoupit k IDEA StatiCa 3D Detail, kde je provedena analýza betonového bloku včetně jeho vyztužení. Pevnost betonu v tahu je konzervativně zanedbávána, což znamená, že únosnost při porušení kužele je do značné míry určena stanoveným množstvím výztuže. Na obrázku níže můžete vidět <strong>směry hlavních tlakových napětí</strong>. V pravé části vidíte hodnoty napětí v betonu, které jsou porovnány s mezními hodnotami.&nbsp;</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>&nbsp;c) Vytažení kotvy</h4>\n<p>Tento posudek je v aplikaci Connection proveden pouze pro určité případy (viz první obrázek v tomto článku). U dodatečně instalovaných mechanických kotev je nutné dodatečné posouzení.&nbsp;</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>V 3D Detailu je možné nastavit tzv. <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lepené kotvy</a> a specifikovat návrhovou pevnost v soudržnosti podle jejich technických parametrů. Jak stanovit napětí v soudržnosti je uvedeno v článku&nbsp;<a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>. Na základě těchto parametrů se pak kotvy ověří. (Platí pouze pro železobeton.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Kombinace vytažení a porušení betonu u lepených kotev</h4>\n<p>Toto porušení lze zjistit pouze v aplikaci 3D Detail, kde se pomocí metody 3D CSFM posuzují napětí v betonu a kotevní plochy. Kombinovaný mechanismus vytažení a porušení betonu je v 3D Detailu založen na výše definovaných principech a jeho posouzení je součástí kontroly pevnosti betonu a kotvení. (Platí pouze pro železobeton.)</p>\n<h4>e) Rozštěpení betonu</h4>\n<p>V aplikaci Connection není tento způsob porušení možné posoudit. Porušení rozštěpení roznášecí oblasti betonu je obvykle problémem prostého betonu, kde použití výztužení zabraňuje jeho výskytu, proto posouzením vyztužené patky v 3D Detailu je toto porušení automaticky zohledněno. Zároveň je možné v aplikaci Detail zobrazit napětí a přetvoření jak tažené/tlačené výztuže, tak betonu v tlaku.&nbsp;</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Odprýsknutí betonu</h4>\n<p>U prostého betonu je v aplikaci Connection zaveden empirický posudek podle Eurokódu.&nbsp;</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>U vyztužených prvků je možné použít 3D Detail. Porušení betonu při odprýsknutí povrchu betonu je zahrnuto v pevnostní analýze betonu, kde jsou tahová napětí přenášena pouze výztuží (jak již bylo několikrát zmíněno výše).</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených betonových bloků je vyžadováno posouzení přídavné výztuže. Porušení výztuže a kotvy je součástí posouzení výztuže v 3D Detailu.&nbsp;</p>\n<p><strong>g) Porušení oceli výztuže</strong></p>\n<p><strong>h) Porušení kotvení výztuže</strong></p>\n<h2>Zatížení smykem</h2>\n<p>Eurokód rozděluje druhý typ zatížení (<strong>smykovou sílu</strong>) na 4 možné případy porušení kotvy nebo betonového bloku (a, b, c, d) a další dva pro vyztužené patky (e, f).&nbsp;</p>\n<p>Na obrázku níže je <strong>schématicky</strong> znázorněno, jaký typ porušení můžete posoudit pomocí aplikace Connection a také jaké chování lze použitím železobetonu, a tedy i analýzou v 3D Detailu, pokrýt.&nbsp;IDEA StatiCa Connection používá empirické vzorce z Eurokódu (&nbsp;EN 1992-4-7.2.2) <strong>pro návrh kotev </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM).</strong></a> Všechny typy poruch způsobených smykovou silou jsou pokryty v aplikaci Connection. &nbsp;</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>Opět je třeba zdůraznit, že je vyžadován pouze železobeton.</p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<h4>a) Porušení oceli kotvy, síla bez ramene</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla nepůsobí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>V Detailu jsou kotvy opět posuzovány dle vybraného eurokódu (1992-4 nebo 1993-1-8) v nastavení projektu. Toto chování platí od verze 25.1.1. U starších verzí uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>b) Porušení oceli kotvy, síla na rameni</h4>\n<p>Porušení oceli smykem zatížených kotev, kdy síla působí na rameni, se posuzuje pouze v aplikaci Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>Výše uvedený způsob porušení není v 3D Detailu možné posoudit.</p>\n<h4>c) Vylomení betonu</h4>\n<p>Vylomení betonu smykem zatížených kotev se ověřuje pouze v Connection. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>Smyková únosnost betonu zatíženého třením na styký s patním plechem se pak posuzuje v aplikaci 3D Detail.&nbsp;</p>\n<h4>d) Porušení okraje betonu</h4>\n<p>Porušení okraje betonu u kotvy zatížené smykem se v aplikaci Connection ověřuje pouze pro prostý beton. Smyková únosnost kotvy se v IDEA StatiCa Connection kontroluje podle následujícího vzorce:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Porušení okraje betonu vyztuženého bloku vlivem působení smykové síly lze v aplikaci 3D Detail posoudit.</p>\n<h4>Další posudky pro železobetonové bloky:</h4>\n<p>U vyztužených základů je vyžadováno posouzení přídavné výztuže. Porušení výztuže oceli a kotvení je součástí posouzení výztuže v IDEA StatiCa 3D Detail.&nbsp;</p>\n<p><strong>e) Porušení oceli přídavné výztuže</strong></p>\n<p><strong>f) Porušení kotvení přídavné výztuže</strong></p>\n<h2>Závěr</h2>\n<p>Nejvýznamnější výhodu použití aplikace 3D Detail lze nalézt v případech, kdy pro dané zatížení nevyhovuje prostý beton, je nutné zohlednit přídavnou výztuž nebo při posudcích vzájemně se ovlivňujících skupin kotev, které nejsou normou spotihnuty. Všimněte si, že kotvy a smykové zarážky je třeba i nadále posuzovat v aplikaci Connection, ale společně tyto dva softwarové nástroje poskytují komplexní řešení.</p>\n<p>Vzhledem ke způsobu a způsobu provedení aplikace <strong>je 3D Detail vhodný pouze pro vyztužené základy.</strong>&nbsp;</p>\n<p><br>\n</p>"
                                                                  },
                                                                  "regions": {
                                                                    "name": "Region",
                                                                    "type": "taxonomy",
                                                                    "value": [
                                                                      {
                                                                        "name": "CZ/SK",
                                                                        "codename": "cz_sk"
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                                                                    ],
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                                                                            "value": "<p>V IDEA StatiCa Connection lze modelovat a posoudit kotvení v betonovém bloku. Někdy může být užitečné nebo dokonce nezbytné betonový blok vyztužit. Tato funkce bohužel v aplikaci Connection není k dispozici.&nbsp;</p>\n<p>S rozvojem <strong>3D Detailu (BETA),</strong> zaměřeného na kotvení do betonových bloků a analýzu jak kotvících prvků, tak samotného betonového bloku, však máme řešení. Mimo to je vytvořeno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c234ef5c-995b-428f-86c3-828974d8c89e/import3.png\" data-asset-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" data-image-id=\"c961ee33-1080-44f0-8632-a4e90608e10e\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu, mohou pouhým kliknutím na tlačítko importovat svůj model z aplikace Connection do pokročilého 3D Detailu (BETA).</strong></p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export z aplikace Connection je povolen pouze pro třídu Kotvení. Pokud v modelu není žádný betonový blok, tlačítko Detail na kartě Export je deaktivováno.</li>\n  <li>Model v aplikaci Connection je potřeba spočítat. Pokud nejsou k dispozici výsledky, ikona exportu je deaktivována s popiskem: \"Nejprve musíte spočítat svůj model.\"</li>\n  <li>Po výpočtu modelu kotvení je tlačítko exportu povoleno.&nbsp;</li>\n</ul>\n<h3>Jak exportovat kotvení z aplikace Connection do 3D Detailu?</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a model nechte spočítat.</p>\n<figure data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77ac3bc7-d6eb-48cd-8ab6-9f0bd64e385a/import1.png\" data-asset-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" data-image-id=\"5184ba04-7680-4596-b399-75185a1e2ce4\" alt=\"\"></figure>\n<p>Pokud jsou výsledky k dispozici, export je povolen. Kliknutím na tlačítko \"Detail\" na kartě Export se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru v 3D Detailu.</p>\n<figure data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75b2b536-c7f4-42d2-a89c-2d873b58ef40/import2.png\" data-asset-id=\"bc918589-7023-4041-9d88-58bca625f835\" data-image-id=\"bc918589-7023-4041-9d88-58bca625f835\" alt=\"\"></figure>\n<p>Po úspěšném exportu se vytvoří projekt v 3D Detailu. <strong>Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do aplikace 3D Detail.</strong> Plošná podpora umístěná na spodním povrchu betonového bloku se vytvoří automaticky.</p>\n<figure data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb5a88a8-9c8a-43ee-97a5-f7c93e84e934/import5.png\" data-asset-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" data-image-id=\"90057418-a2f5-444c-bfa3-bb08c8c6a634\" alt=\"\"></figure>\n<p>Nejsložitější částí tohoto procesu je export zatížení. <strong>Pro každý spočtený účinek zatížení v aplikaci Connection se v 3D Detailu automaticky vytvoří příslušný zatěžovací stav a kombinace MSÚ.</strong></p>\n<figure data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f76c00-d18c-40da-9fe4-ccc31af3c6d6/import4.png\" data-asset-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" data-image-id=\"37437291-833e-4275-9cd5-6012129e1bbc\" alt=\"\"></figure>\n<ul>\n  <li>Patní deska je zatížena <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>skupina sil.</strong></li>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatěžovány bodovým zatížením. Kotva přenáší pouze tlak a tah. Smyk se přenáší třením mezi betonovým blokem a patní deskou.&nbsp;</li>\n</ul>\n<p>Při importu modelu z aplikace Connection se zatížení vytvoří automaticky. Zatížení kotev je na scéně znázorněno dvojicí šipek v opačném směru.&nbsp;</p>\n<ul>\n  <li>Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy.&nbsp;</li>\n  <li>Druhá šipka představuje tlakovou sílu působící na patní desku.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Pro zatížení samotné patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky získané z modelu kotvení v aplikaci Connection.</p>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<p>Posledním krokem je přidat výztuž do betonového bloku a následně model vypočítat.&nbsp;</p>\n<p><em>Poznámka: Posouzení v 3D Detailu je v současnosti možné provést pouze podle evropských norem.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7837b25_d48e_01ed_b800_867da1b9516a\"></object>\n<p>Více o 3D Detailu jako řešení kotvení do betonu najdete v <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatném článku s poznámkou k vydání</a>.</p>\n<p>Jestliže vaše licence neobsahuje aplikaci Detail, využijte příležitosti a <a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\" data-new-window=\"true\" title=\"get the free Detail testing module\" target=\"_blank\" rel=\"noopener noreferrer\">získejte zdarma testovací modul Detailu</a> s plnou funkcionalitou.</p>\n<p>Vydáno v IDEA StatiCa verzi 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<h2>Hlavní novinky verze 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n378aa68e_4472_01a3_e43a_89cf955db3db\"></object>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrické šablony</strong></a> snižují počet kliknutí u standardních přípojů až o 80 %.&nbsp;</li>\n  <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Náčrty</strong></a><strong> </strong>nyní obsahují<strong> </strong>všechna potřebná data pro konstruktéry (upravitelné, čitelné).&nbsp;</li>\n  <li><strong>Databáze Connection Library</strong> se zvýšila ze 400 tisíc na 1000 tisíc, přidány nové filtry (AISC/EN,...). &nbsp;</li>\n  <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Dimenzování svarů</strong></a><strong> </strong>jedním kliknutím.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Automatický návrh šroubů</strong></a> pro smykové spoje.</li>\n  <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> pro AISC a <strong>Anchoring</strong> pro australské/indické normy.&nbsp;</li>\n  <li>Pouze Eurokód: Modelování <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>čepů</strong></a>,<strong> </strong>Optimalizace<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>svarů</strong></a> pomocí strojového učení.&nbsp;&nbsp;</li>\n  <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Zahnuté kotvy / L-šrouby v AISC</strong></a> (<strong>Aktualizace kotvení</strong> pro australské/indické normy.</li>\n  <li>Sada <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>funkcí a vylepšení</strong></a> pro pohodlné každodenní modelování.</li>\n  <li><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>Jazyk protokolu</strong></a><strong> </strong>můžete<strong> </strong>změnit, aniž by to ovlivnilo jazyk aplikace.</li>\n</ul>\n<h2>Detailní návrh betonu</h2>\n<ul>\n  <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Patky</strong></a><strong> a </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>stěny</strong></a> pomocí 3D modelu v IDEA StatiCa Detail. 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Tato funkce je v BETA verzi a předběžném přístupu, protože verifikace stále probíhá.&nbsp;</li>\n  <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitivní modelování</strong></a> s hromadnými úpravami, rychlejší 3D scénou a rychlostí výpočtu.</li>\n  <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Protokol</strong></a><strong> </strong>plně přizpůsobitelný, s<strong> </strong>teoretickými základy a změnou pořadí položek.&nbsp;</li>\n  <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Import</strong></a> kotvení z aplikace Connection do Detailu 3D.</li>\n  <li><a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>Některá drobná vylepšení</strong></a>, která mají obrovský dopad na aplikaci Detail.</li>\n  <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API</strong></a><strong> </strong>pro zjednodušené a efektivní navrhování.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Bezplatná verze Checkbota</strong></a> pro inženýry, konstruktéry, checkery a další bez komerční licence IDEA StatiCa. 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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                              {
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                                                                                            "value": "<h2>Kompatibilita verzí softwaru</h2>\n<p>Verze softwaru IDEA StatiCa (např. 22.1.3.0789) je popsána číslem reprezentovaným hlavní verzí (22), vedlejší verzí (.1), číslem patche (.3) a číslem buildu (.0789).</p>\n<p>Každá hlavní a vedlejší verze aplikací IDEA StatiCa mění data projektu a znemožňuje jejich použití v předchozích verzích. To znamená, že pokud vytvoříte nebo uložíte projekt ve verzi 22.1, nelze jej otevřít ve verzi 22.0.</p>\n<p>Patche v rámci stejné verze jsou však kompatibilní, takže pokud vytvoříte nebo uložíte projekt v patchi 22.1.3, můžete jej otevřít i v patchi 22.1.0.</p>\n<p>Cloudové služby, jako je <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, vždy generují projektové soubory v nejnovější verzi a patchi IDEA StatiCa.</p>\n<h2>Starý projekt otevřený v nové verzi programu</h2>\n<p>Nová verze software IDEA StatiCa může způsobovat změny na starém projektu. Při přechodu na novější verzi programu se tak můžete setkat s některými odlišnostmi spojenými s otevíráním modelů vytvořených ve starších verzích.&nbsp;</p>\n<p>Pro úplný výčet změn, vypelšení a oprav se podívejte <a data-item-id=\"a3046e51-a535-4669-b0bb-f165860529ca\" href=\"\">Přehled změn a vylepšení</a> ve všech hlavních i vedlejších verzích a patchích včetně seznamu oprav.</p>\n<p>Níže je uveden seznam nejdůležitějších změn každé nové verze na pozadí programu:</p>\n<h3>Změny ve verzi 25.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualizace FEM sítě pro CHS prvky</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Aplikace zatížení po přírůstcích při Memberu</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Stabilitní výpočet u modelů s čepy</a></li>\n  <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Varování při velkých deformacích</a></li>\n</ul>\n<p>BETON</p>\n<p>Došlo k několika zásadním vylepšením analytického modelu v programu Detail. Byla vylepšena síť konečných prvků v okolí kotev, překalibrována tuhost modelu soudržnosti a vylepšen celý systém vazeb mezi kotvami a betonovým blokem, aby lépe odrážel skutečné chování při zatížení a prokluzu kotvy. Kromě toho byl na základě interního výzkumu, různých studií a pokynů normy vyladěn model přenosu smykových sil z kotvy do betonu. Celkově tyto vylepšení zvyšují realističnost mechanismu přenosu zatížení, což znamená, že výsledky se mohou lišit od předchozích verzí – obvykle jsou realističtější a méně konzervativní, přičemž zůstávají bezpečné.</p>\n<p>Přečtěte si <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hlavní novinky</a> a <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">úplný seznam vylepšení</a> v poznámkách k vydání IDEA StatiCa 25.1.</p>\n<h3>Změny ve verzi 25.0</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrická nelineární analýza</a> (GMNA)</li>\n  <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Oblast rozprostření svaru</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 25.0.</p>\n<h3>Změny ve verzi 24.1</h3>\n<p>Ocel</p>\n<ul>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.1.</p>\n<h3>Změny ve verzi 24.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Upozornění na zatížení mimo plochu v Memberu</a> (patch 23.1.1)</li>\n  <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Manuální nastavení prodloužení prvku</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Zpřesněné posouzení smykové únosnosti desek v RCS</a></li>\n</ul>\n<p>BIM a CLOUD</p>\n<ul>\n  <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free - Management návrhových dat pro MKP a CAD</a></li>\n</ul>\n<p>Přečtěte si <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">nejdůležitější informace</a> a <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">kompletní seznam novinek</a> v poznámkách k vydání IDEA StatiCa 24.0.</p>\n<h3>Změny ve verzi&nbsp;23.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Svary - autodesign, zadávání, varování, vizualizace</a></li>\n  <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Zadávání a zobrazení polohy smykové síly</a> (od patche 23.0.5)</li>\n  <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Redukce meze kluzu u dutých profilů z vysokopevnostní oceli</a></li>\n  <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Upozornění na šrouby a svary spojující stejné plechy</a> (od patche 23.0.4)</li>\n  <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Rozpoznání vložky ve šroubových spojích</a> (od patche 23.0.3)</li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (od patche 23.0.2)</li>\n  <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Zobrazení podrobného výpočtu návrhových hodnot materiálu plechů</a></li>\n  <li>Materiály AISC oceli a šroubů dle AISC 360-22 (od patche 23.0.4)</li>\n  <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Detekce singularity v Memberu</a> (od patche 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (od patche 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Novinky IDEA StatiCa 23.1</a>.</p>\n<h3>Změny ve verzi&nbsp;23.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kvalifikační kontrola předem kvalifikovaných styčníků pro AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualizace pro normy ANSI/AISC 360-22 a CSA S16:19</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Výpočet kotev s distanční montáži</a> (od patche 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aktualizace Eurokódu</a></li>\n  <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Vylepšení posudku konstrukčních zásad pro šrouby a svary dle Eurokódu</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Omezení posudků kotev</a> (since patch 23.0.2)</li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexování hran v modelech z aplikací Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Upozornění pro plošné zatížení v aplikaci Member</a></li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Výběr extrémního zatížení</a> (od verze 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Nový mesher</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Omezený posudek napětí v aplikaci Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementace dlouhodobých ztrát do aplikace Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Vylepšení pro normu ACI 318-19 v aplikaci Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Vylepšené zaokrouhlení imperiálních jednotek v aplikaci Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Efektivní čas pro posudek průhybu v aplikaci Beam</a>&nbsp;(od verze 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Pokročilá síť konečných prvků v aplikaci Member</a></li>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vylepšení posudku interakce v RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Novinky IDEA StatiCa 23.0</a>.</p>\n<h3>Změny ve verzi&nbsp;22.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Dřevěné spoje: Zobrazení úhlu působení sil vůči vláknům</a> (od verze 22.0.1)</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA řešič rozšířen o účinky smyku a krutu</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Novinky IDEA StatiCa 22.1</a>.</p>\n<h3>Změny ve verzi&nbsp;22.0</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Zatížení v rovnováze jako výchozí nastavení</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vylepšení v analýze únavy</a> (od patche 21.1.1)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Varování pro dlouhé šrouby skrz duté profily</a> (od patche 21.1.2)</li>\n  <li>Connection Lite update</li>\n</ul>\n<p>BETON</p>\n<ul>\n  <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Novinky IDEA StatiCa 22.0</a>.</p>\n<h3>Změny ve verzi&nbsp;21.1</h3>\n<p>OCEL</p>\n<ul>\n  <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Možnosti přenosu smyku pro šrouby</a> zjednodušené na 2 typy</li>\n  <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vylepšený normový posudek svarů</a> – podle Eurokódu a indické normy</li>\n  <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualizace posudku spojů odolných proti prokluzu dle SP 16</a> (od patche 21.1.4)</li>\n</ul>\n<p>Pro uživatele <strong>Správce šablon</strong>, použijte verzi 21.1 k <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">přenesení šablon do nové Connection Library</a>.</p>\n<h3>Změny ve verzi 21.0</h3>\n<p>Největší změna od verze 21.0 se týká analytického modelu prutů v aplikaci Connection, přečtěte si prosím blog <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondenzované superelementy - neviditelné, ale zásadní</a>.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentu <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa 21.0</a>.</p>\n<h3>Změny ve verzi 20.1</h3>\n<ul>\n  <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Vylepšení kontaktu v tahu</a></li>\n  <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Upravený model pro tupé svary</a></li>\n  <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Vzdálenosti pro otlačení šroubů (EN)</a></li>\n  <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricita operace přípojný plech</a></li>\n</ul>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\"> Steel 20.1</a> a <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\"> Concrete 20.1</a>.</p>\n<h3>Změny ve verzi 20.0</h3>\n<p><strong>Oprava výrobní operace Přípojný úhelník</strong></p>\n<p>V předchozích verzích se občas mohlo stát, že při použití výrobní operace Přípojný úhelník se použitým L úhelníkům přehodila orientace ramen, zvláště pokud uživatel měnil rotace nosníků okolo jejich podélné osy. Od nynějška je orientace použitých L úhelníků dodržena, i pokud je manipulováno s geometrií nosníků. Nový implementovaný mechanismus je založen na způsobu definice pozice nosníků (pomocí LCS vektoru namísto dřívejších rotací).</p>\n<p><strong>Lokální souřadný systém prvků v FEM/CAD aplikacích</strong></p>\n<p>Veškeré entity nosníků-prvků ve FEM/CAD aplikacích jsou definovány pomocí šouřadných systémů, lokálních os a jejich orientací. Dva body, tj. počátek a konec definují vektor pro definici lokálního souřadného systému nosníku-prvku. V každém projektu FEM/CAD aplikace jsou tyto data uloženy a mohou být použity při importu. Tohoto jsme využili a čtením těchto dat jsme zlepšili kvalitu přenosu geometrie BIM linků IDEA StatiCa. Na druhou stranu to také přináší nutnost bedlivě dodržovat systém tvorby modelu ve FEM/CAD aplikacích, protože změna směru při tvorbě nosníků-prvků má vliv na CBFEM model. Doporučujeme pečlivě zkontrolovat modely, pokud jste importovali z FEM/CAD aplikace do dřívejší verze IDEA StatiCa a do verze 20, protože tyto dva exportované modely se mohou lišit orientací prvků.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Kompatibilita verzí\"></figure>\n<p><strong>Kompatibilita projektů IDEA StatiCa Member</strong></p>\n<p>Aplikace IDEA StatiCa Member prochází bouřlivým vývojem, zvláště části zodpovědné za ukládání dat a uživatelské rozhraní. Z toho plyne fakt, že projekty vytvořené v předchozích verzích aplikace nemusí být kompatibilní s novou verzí aplikace a po jejich otevření ve verzi 20 mohou být poškozené, nebo nemusí jít otevřít vůbec. Prosím omluvte toto chování, které je daní za vývoj aplikace IDEA StatiCa Member.</p>\n<p>Úplný seznam vylepšení ve verzi najdete v dokumentech <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Steel 20.0</a> and <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Novinky IDEA StatiCa</a><a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">&nbsp;</a><a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Concrete 20.0</a>.</p>\n<h3>Změny ve verzi 10.1 a starší</h3>\n<p>Jeden z požadavků před zavedením nového Grafického uživatelského rozhraní od inženýrů-uživatelů bylo, aby byla aplikace IDEA StatiCa Connection víc odolná vůči chybnému zadání. Tyto chyby se obvykle týkaly:</p>\n<ul>\n  <li><strong>Nastavení správné délky prvků</strong> – v případech extrémně krátkých nebo dlouhých prvků můžou být výsledky silně ovlivněny. Od verze IDEA StatiCa 9 je délka všech prvků počítána automaticky.</li>\n  <li><strong>Svary</strong> – plastická redistribuce napětí ve svarech je nejpřesnější metoda pro návrh svarů a byla představena ve verzi 7.1. Během verze 8 byla tato metoda nastavena přechodně jako výchozí metoda a ostatní metody vyhodnocení napětí ve svarech byly ponechány. Od verze 9 je metoda plastické redistribuce napětí ve svarech jediná dostupná metoda a ostatní metody byly zrušeny, abychom předešli nepohodlí uživatelů, které jsme často museli řešit pomocí individuální konzultace. Tato změna zaručí, že všechny svary budou navrženy správně a v souladu s normou.</li>\n</ul>\n<p>Zavedli jsme také několik <strong>kontrolních mechanismů</strong> do verze IDEA StatiCa Connection 9 – například automatickou kontrolu doporučeného návrhu modelu (kontrola výjimek, délky prvků, posuny prvků atd.) Pokud není model navržen doporučeným způsobem, výpočet je přerušen nebo je uživateli zobrazena chybová hláška. Z těchto důvodů může dojít ke změnám v projektech vytvořených ve starších verzích aplikace po otevření ve verzi 9. Tyto změny vyžadují zásah uživatele, který povede k opravě projektů.</p>\n<p>Dále jsme vylepšili<strong> algoritmy pro tvorbu sítě </strong>konečných prvků na prvcích z uzavřených profilů. Od verze 9 IDEA StatiCa Connection vytvoří jemnější síť, která vede k přesnějším výsledkům v porovnání se staršími verzemi.</p>\n<p>Uživateli je zobrazeno Varování o kompatibilitě pokaždé, když otevře projekt vytvořený ve starší verzi:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Kompatibilita verzí\"></figure>"
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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e7a8da0_455f_0101_591f_bc545f1dceb8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n588522c9_7b99_01cd_1062_0fa36aa858bc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e9a272df_fe61_01a0_fb34_5b1e78353eae\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ecd19d3d_3a3e_01e5_a62e_8d47c5eb4bba\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c68a16c2_29f5_0161_0f3e_b64dc9f5b683\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd49d225_437c_01fe_80a0_e244844e3de5\"></object>\n<h2>Version 21.1.8</h2>\n<p>Released&nbsp;Apr 27, 2023</p>\n<p>Licensing update.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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                                                                                                    "name": "Region",
                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
                                                                                                      {
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                                                                                                        "codename": "cz_sk"
                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [
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                                                                                                        "name": "Steel",
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                                                                                                      },
                                                                                                      {
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member design",
                                                                                                        "codename": "member_design"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Reinforced concrete",
                                                                                                        "codename": "reinforced_concrete"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Prestressed concrete",
                                                                                                        "codename": "prestressed_concrete"
                                                                                                      },
                                                                                                      {
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                                                                                                      }
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                                                                                                    "type": "taxonomy",
                                                                                                    "value": [],
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                                                                                                    "type": "taxonomy",
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                                                                                                        "codename": "connection"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 2D",
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                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Member",
                                                                                                        "codename": "member"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Checkbot",
                                                                                                        "codename": "checkbot"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Viewer",
                                                                                                        "codename": "viewer"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "RCS",
                                                                                                        "codename": "rcs"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "IDEA Open Model (API)",
                                                                                                        "codename": "idea_open_model__api_"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "AISC (USA)",
                                                                                                        "codename": "aisc"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "EN (Eurocode)",
                                                                                                        "codename": "eurocode"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "BIM link",
                                                                                                        "codename": "bim_links"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Beam",
                                                                                                        "codename": "beam"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "Detail 3D",
                                                                                                        "codename": "detail_3d"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.0",
                                                                                                        "codename": "n23_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v23.1",
                                                                                                        "codename": "n23_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.0",
                                                                                                        "codename": "n24_0"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v24.1",
                                                                                                        "codename": "v24_1"
                                                                                                      },
                                                                                                      {
                                                                                                        "name": "v25.0",
                                                                                                        "codename": "v25_0"
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                                                                                                    "type": "modular_content",
                                                                                                    "value": [
                                                                                                      "landing_page___downloads",
                                                                                                      "plugins"
                                                                                                    ],
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                                                                                                        "elements": {
                                                                                                          "title": {
                                                                                                            "name": "Main headline (H1)",
                                                                                                            "type": "text",
                                                                                                            "value": "Produkty ke stažení"
                                                                                                          },
                                                                                                          "subtitle": {
                                                                                                            "name": "Subtitle",
                                                                                                            "type": "text",
                                                                                                            "value": "Aktuální verze je 25.1. Tady najdete instalační soubory a podklady k licencování."
                                                                                                          },
                                                                                                          "breadcrumbs_page_title": {
                                                                                                            "name": "Breadcrumbs page title",
                                                                                                            "type": "text",
                                                                                                            "value": ""
                                                                                                          },
                                                                                                          "breadcrumbs_parent": {
                                                                                                            "name": "Breadcrumbs parent",
                                                                                                            "type": "modular_content",
                                                                                                            "value": [],
                                                                                                            "linkedItems": []
                                                                                                          },
                                                                                                          "content": {
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                                                                                                              "n8497a9c8_6cfb_0124_d421_c239cbb620e7",
                                                                                                              "n6eb9f5f3_e451_01a0_d6dc_2922a3e593de",
                                                                                                              "untitled_content_item_ce63361",
                                                                                                              "test___collapsible_widget",
                                                                                                              "untitled_content_item_f3cd022"
                                                                                                            ],
                                                                                                            "linkedItems": [
                                                                                                              {
                                                                                                                "elements": {
                                                                                                                  "title": {
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                                                                                                                    "type": "text",
                                                                                                                    "value": "Aktuální verze"
                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                    "linkedItems": [],
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                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
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                                                                                                                      "untitled_content_item_8de7457"
                                                                                                                    ],
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                                                                                                                  "content_bottom": {
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                                                                                                                    "links": [
                                                                                                                      {
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                                                                                                                        "linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
                                                                                                                        "urlSlug": "poznamky-k-vydani-idea-statica-25-1",
                                                                                                                        "type": "support_center_article"
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                                                                                                                      {
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                                                                                                                        "urlSlug": "opravene-chyby-v-patchich-idea-statica",
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                                                                                                                      {
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                                                                                                                    "name": "Description after",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Přečtěte si <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">poznámky k vydání</a> a projděte si všechy nové funkcionality a <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">opravené chyby</a>.</p>\n<p>Věnujte prosím také pozornost <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">systémovým požadavkům pro instalaci IDEA StatiCa</a>.</p>"
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p><br></p>"
                                                                                                                  },
                                                                                                                  "translation__ai_translated": {
                                                                                                                    "name": "AI translated",
                                                                                                                    "type": "multiple_choice",
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                                                                                                                },
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                                                                                                                  "collection": "default",
                                                                                                                  "id": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "language": "cs-CZ",
                                                                                                                  "lastModified": "2025-12-15T16:21:03.6402035Z",
                                                                                                                  "name": "8497a9c8-6cfb-0124-d421-c239cbb620e7",
                                                                                                                  "sitemapLocations": [],
                                                                                                                  "type": "widget_downloads_list",
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                                                                                                              {
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                                                                                                                  },
                                                                                                                  "styles": {
                                                                                                                    "name": "Block style",
                                                                                                                    "type": "multiple_choice",
                                                                                                                    "value": [
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                                                                                                                  },
                                                                                                                  "content_top": {
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                                                                                                                    "linkedItemCodenames": [],
                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Description before",
                                                                                                                    "type": "rich_text",
                                                                                                                    "value": "<p>Zde najdete předchozí verze včetně jejich nejnovějších oprav. <br>\nPotřebujete jinou konkrétní verzi? Pošlete prosím <a href=\"/cz/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">požadavek na podporu</a>.&nbsp;</p>\n<p>Pro uživatele BIM propojení s aplikací Beam je doporučená <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"verze&nbsp;24.1.2.1520\">verze&nbsp;24.1.2.1520</a>.<br>\nPro již nepodporované aplikace (konzola, rám, atd.), poslední funkční <a href=\"https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi\" title=\"version is 21.1.9.0018\">verze je 21.1.9.0018</a>.</p>"
                                                                                                                  },
                                                                                                                  "download_blocks": {
                                                                                                                    "name": "Download blocks",
                                                                                                                    "type": "modular_content",
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                                                                                                                      "test___download_block",
                                                                                                                      "test___download_block_2",
                                                                                                                      "download___idea_statica_older_version_b__copy__dad1ff5",
                                                                                                                      "download___idea_statica_older_version_b__copy_"
                                                                                                                    ],
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                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "region"
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                                                                                                                    "name": "Translation Connector",
                                                                                                                    "type": "taxonomy",
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                                                                                                                    "taxonomyGroup": "languages"
                                                                                                                  },
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                                                                                                                    "linkedItems": [],
                                                                                                                    "links": [],
                                                                                                                    "name": "Last translation",
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                                                                                                                    "value": "<p><br></p>"
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                                                                                                                  "translation__ai_translated": {
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                                                                                                                  "language": "cs-CZ",
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                                                                                                                  "name": "6eb9f5f3-e451-01a0-d6dc-2922a3e593de",
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                                                                                                          },
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                                                                                                            "linkedItems": [],
                                                                                                            "links": [],
                                                                                                            "name": "Shared content",
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                                                                                                          "design": {
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                                                                                                          "metadata__page_title": {
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                                                                                                            "type": "text",
                                                                                                            "value": "Ke stažení"
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                                                                                                            "name": "Page description",
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                                                                                                        },
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                                                                                                          "language": "cs-CZ",
                                                                                                          "lastModified": "2025-12-15T16:21:03.6402035Z",
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                                                                                                          "sitemapLocations": [],
                                                                                                          "type": "landing_page",
                                                                                                          "workflowStep": "published",
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                                                                                                  },
                                                                                                  "attachments__files": {
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                                                                                                    "type": "asset",
                                                                                                    "value": []
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                                                                                                    "name": "Content priority value",
                                                                                                    "type": "number",
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                                                                                                  },
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                                                                                                    "name": "Options",
                                                                                                    "type": "multiple_choice",
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                                                                                                        "codename": "show_navigation"
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                                                                                                    "type": "custom",
                                                                                                    "value": "[\"opravene-chyby-v-patchich-idea-statica\",\"[autogenerated]\"]"
                                                                                                  },
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                                                                                                        "codename": "default"
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                                                                                                    ]
                                                                                                  },
                                                                                                  "content_settings__robots": {
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                                                                                                  },
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                                                                                                    "name": "Hidden nested content",
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                                                                                                  },
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                                                                                                    "type": "text",
                                                                                                    "value": "Opravené chyby v IDEA StatiCa"
                                                                                                  },
                                                                                                  "metadata__page_description": {
                                                                                                    "name": "Page description",
                                                                                                    "type": "text",
                                                                                                    "value": "Seznam vyřešených dotazů podle hlášení našich zákazníků. Nejedná se o kompletní seznam, ale o přehled hlavních vyřešených problémů. "
                                                                                                  },
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                                                                                                    "name": "Page keywords",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "name": "Canonical URL",
                                                                                                    "type": "text",
                                                                                                    "value": ""
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                                                                                                    "type": "text",
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                                                                                    "value": "<p>IDEA StatiCa představuje Detail (<strong>3D Beta</strong>) pro řešení 3D úloh, jako je kotvení do betonových bloků. Toto řešení umožňuje provést posouzení bez přílišného zjednodušení a získat posudky na základě mezního stavu únosnosti (MSÚ).&nbsp;Metoda implementovaná v IDEA Statica Detail (<strong>3D Beta</strong>) je založena na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">již osvědčené metodě kompatibilního napěťového pole</a>, která byla upravena tak, aby byla schopna řešit 3D problémy (tříosé napětí). Také základní prvek je upraven do třetího rozměru. Základním prvkem představujícím beton je \"betonový blok\" a lze jej deformovat ve všech třech směrech. Abychom umožnili vytvořit komplexní model patek, implementovali jsme entity, jako je <strong>plošná podpora</strong>,<strong> patní deska, kotvy</strong> a <strong>další</strong>. Všechny tyto entity, stejně jako jejich funkčnost, jsou popsány v následujícím článku.</p>\n<h3>Betonový blok</h3>\n<p>Patky lze modelovat díky typu dílce nazvanému \"<strong>Betonový blok</strong>\", jehož geometrii lze definovat dvěma způsoby:</p>\n<ul>\n  <li><strong>Obdélníkový tvar</strong> – Tato možnost je vhodná pro definování patky s obdélníkovou základnou a konstantní výškou. Definování odsazení pro všechny strany bloku také umožňuje modelovat šikmé patky.</li>\n</ul>\n<figure data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d9cfe95-80ea-408c-8159-18deb52c0b4f/uls1.png\" data-asset-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" data-image-id=\"a82c9ed1-9c73-4c5c-8c71-28c086f271a1\" alt=\"\"></figure>\n<ul>\n  <li><strong>Polygonální základna s definovanou výškou</strong> – Druhou možností, jak definovat tvar patky, je definice základního tvaru jako obecného mnohoúhelníku. Není však možné vytvořit šikmou patku, jak je popsáno v předchozí možnosti.</li>\n</ul>\n<figure data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26742aa8-eec3-4d0e-bbeb-aa0577d162e3/uls2.png\" data-asset-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" data-image-id=\"72433cea-be64-42fe-bdc3-ed0cf495ee81\" alt=\"\"></figure>\n<h3>Plošné podpory</h3>\n<p>Plošné podepření je jediný možný typ podpory, který lze pro objemový model definovat. Existují dvě možnosti definice tvaru – může být definován buď pro <strong>celou plochu</strong>, nebo jako obecnou plochu, jejíž obrys je určen <strong>křivkou</strong>.</p>\n<figure data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3776949b-ff36-4da3-a846-d657d21c5e86/uls3.png\" data-asset-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" data-image-id=\"836ccf9a-bf83-42b9-a78e-5584ad2155cc\" alt=\"\"></figure>\n<p>Výhodou plošného podepření je možnost <strong>definovat tuhost a nastavit nelineární chování</strong>, které simuluje kontakt s podložím. Podpory definované obecným tvarem (křivkou) lze použít k simulaci pilot.</p>\n<h3>Zařízení pro přenos zatížení</h3>\n<p>Speciálně pro kotvení byly vyvinuty dva prvky pro přenos zatížení:</p>\n<ul>\n  <li><strong>Patní deska</strong> – Tvar patní desky může být definován jako obdélník nebo obecná křivka. Patní desku lze modelovat s částí sloupu (volba \"Přenos zatížení – sloup\") nebo bez sloupu (volba \"Přenos zatížení – Síly\"). Je-li zvolena &nbsp;možnost \"Přenos zatížení – Síly\", zadefinované zatížení se aplikuje přímo na patní desku. Když je definován ocelový sloup (svým průřezem a délkou), zatížení se aplikuje na horní část sloupu a jeho tuhost pomáhá správně rozložit napětí na základovou desku.</li>\n</ul>\n<figure data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/35bb189e-a836-430d-9510-b31dae550eaf/uls5.png\" data-asset-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" data-image-id=\"18e9267a-12c7-4580-b389-ebb29d07699f\" alt=\"\"></figure>\n<figure data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25d2a21f-306c-45fc-9cd3-bf10f8a5e977/uls4.png\" data-asset-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" data-image-id=\"58128908-f4b6-4ca5-a2ef-58838ff88f6b\" alt=\"\"></figure>\n<ul>\n  <li><strong>Jednoduchá kotva</strong> - Jednoduchá kotva je 1D prvek umožňující přenos osového zatížení. Kotva může být automaticky propojena s patní deskou nebo může být zatížena přímo bodovým zatížením*.</li>\n</ul>\n<figure data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be305cad-d537-4b18-9d4a-0b21ac2dc7dd/uls6.png\" data-asset-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" data-image-id=\"aaa1f2c7-5c6a-434f-b2fd-c8888e3d2c02\" alt=\"\"></figure>\n<p>*<em>V BETA verzi platí několik omezení pro kotvy.&nbsp;</em></p>\n<p><em>Kotva přenáší pouze tlak a tah. Smyk, pokud je importován z přípoje, je přenášen třením mezi betonovým blokem a patní deskou. Na kotvu lze působit pouze osovou silou.&nbsp;</em></p>\n<h3>Zatížení</h3>\n<p>Pro snadné použití bylo nezbytné přidat <strong>skupinu sil </strong>a<strong> plošné zatížení</strong>. Celkem podporujeme tři typy zatížení:</p>\n<figure data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7f332b0-8e2c-491c-b533-15d9bb470c81/uls7.png\" data-asset-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" data-image-id=\"41434d9c-475b-495c-a72a-d0ae52faac15\" alt=\"\"></figure>\n<ul>\n  <li><strong>Plošná zatížení</strong> – Plošné zatížení lze aplikovat na jakýkoli betonový povrch. Může být aplikován na celou plochu nebo jen na její část na určitou plochu, která je určena jejím obrysem (křivkou).</li>\n  <li><strong>Bodové zatížení</strong></li>\n  <li><strong>Skupina sil </strong>– Skupina sil je entita, která definuje několik bodových zatížení působících jako skupina. Může být aplikován na základovou desku nebo na betonový povrch. Tento typ zatížení lze použít k simulaci sil ve svarech, které přenášejí napětí ze sloupu na patní desku.</li>\n</ul>\n<figure data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/280c19c8-1a3a-434b-92b8-a780f5124d54/uls8.png\" data-asset-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" data-image-id=\"269db5a3-0e48-4146-8386-05df8f957d4e\" alt=\"\"></figure>\n<h3>Výztuž</h3>\n<p>Byl vyvinut nový typ výztuže, který umožňuje dostatečné vyztužení základové patky. <strong>Skupina vložek </strong>poskytuje několik možností pro definici výztuží:</p>\n<ul>\n  <li><strong>Dvěma body</strong></li>\n  <li><strong>Na hraně povrchu</strong> – vytvoří se vrstva výztuže rovnoběžně s vybranou plochou. Uživatel definuje několik vložek ve vrstvě a počet vrstev rovnoběžných s vybraným povrchem.</li>\n</ul>\n<figure data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8f99525-ef19-4b49-83bc-0699c8c0ac29/uls9.png\" data-asset-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" data-image-id=\"378ac483-7386-45c4-b69c-bdc30cde9b67\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na hraně povrchu nebo více hranách</strong> – Na hraně povrchu nebo více hran umožňuje modelování vrstev výztuže se složitým tvarem (rovinná křivka vztažená k libovolnému betonovému povrchu). Vrstva je tedy určena pouze jednou výztuží. Lze však definovat několik rovnoběžných vrstev. Krytí betonu lze definovat nezávisle pro každou hranu. Toto je nejlepší možnost modelování třmínků.</li>\n</ul>\n<figure data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fc0e39dc-7395-4e04-9158-f467a646ce10/uls10.png\" data-asset-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" data-image-id=\"9a2666aa-6eda-4519-a558-5865db1b6409\" alt=\"\"></figure>\n<ul>\n  <li><strong>Na křivce</strong> (polylinii)</li>\n</ul>\n<h3>Výsledky</h3>\n<p>Na kartě výsledků najdete tři základní posouzení v souladu s MSÚ (mezní stav únosnosti).</p>\n<figure data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ca7c99b-d48b-4fb1-ac4b-26b81fb37878/sigmac.png\" data-asset-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" data-image-id=\"d2e3de84-31e1-4ac2-a75a-fb0063de26e0\" alt=\"\"></figure>\n<p>Výsledky napětí a přetvoření v betonu a výztuži jsou uvedeny v části <strong>\"Pevnost</strong>\". Napětí v kotevní oblasti a související hodnoty jsou uvedeny v posudku \"<strong>Kotvení</strong>\". Hodnota nelineární deformace je uvedena v posudku \"<strong>Pomocné</strong>\".</p>\n<figure data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0bdb063-b247-4317-82d0-cbe7d9f58118/deformation.png\" data-asset-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" data-image-id=\"23a5b092-5ded-493a-b029-faeab29db4f2\" alt=\"\"></figure>\n<p>*<em>Vezměte prosím na vědomí, že beta verze kódu ACI je v současné době nedostupná.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>IDEA StatiCa Detail (<strong>3D Beta</strong>) je řešení, které lze použít pro posouzení a analýzu stěn zatížených z roviny a pro modely skládající se ze stěn různých tlouštěk. Řešení představuje ideální kompromis mezi přesným řešením pomocí nelineárních metod na jednoduše vytvořeném modelu a časem výpočtu.</p>\n<h3>Návrh</h3>\n<p>3D Detail vychází z ověřeného a otestovaného 2D Detailu. Jedná se stále o stejné uživatelské prostředí, kde je většina entit zachována tak, aby byla práce s aplikací co nejjednodušší.</p>\n<figure data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03e1f7c8-acb1-4c7a-a58e-32f9cc1fc85c/wall3dbeta.png\" data-asset-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" data-image-id=\"d3eddd90-6ac4-43c4-b193-3838fddbc3e5\" alt=\"\"></figure>\n<p>Uživatel může i nadále modelovat více prvků stěny pomocí šablony nebo importovat geometrii ze souboru .dxf. Kromě toho může ve 3D prostředí nastavit excentricitu stěny \"e<sub>y</sub>\" a také modelovat stěny různých tlouštěk.</p>\n<figure data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f27c8b62-8bfb-4575-8c4b-3a4055b5c481/wall%203D_1.png\" data-asset-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" data-image-id=\"e6e5fe17-d9bc-40b7-8c05-0eb67fefeba2\" alt=\"\"></figure>\n<p>Výztuž je definována v rovině, podobně jako ve 2D Detailu. Došlo však k vylepšení v definování polohy rozložení výztuže nad tloušťkou stěny.</p>\n<p><strong>Výztuž není možné definovat kolmo k rovině stěny (třmínky).</strong></p>\n<h3>Metoda</h3>\n<p>Přístup použitý v IDEA Statica Detail (3D Beta) je založen na <a data-item-id=\"eaab962d-ba44-4ee0-8fa7-45193c9f52b5\" href=\"\">osvědčené metodě kompatibilního napěťového pole (CSFM),</a> která je přizpůsobena speciálně pro řešení 3D úloh.</p>\n<p>Pro zkrácení doby výpočtu se na konstrukci stěny aplikuje speciální síť konečných prvků. Ortotropní betonový materiál stěny má rovněž definovanou pevnost v tahu (smyku) ve směru kolmém k rovině stěny. Tato vlastnost umožňuje výpočet modelu stěny bez smykové výztuže.</p>\n<figure data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31c17617-11ed-436f-b934-a650ba6619c3/wall%203d.png\" data-asset-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" data-image-id=\"6fae7896-a505-49d3-9d01-279f84170a61\" alt=\"\"></figure>\n<p><strong>To platí pouze pro výpočet stěn.</strong> U <strong>řešení základových patek</strong> není možné přenášet tahové napětí do betonu a veškeré tahové napětí je tedy zachyceno výztuží (i v příčném směru). Pokud vás zajímá 3D detail pro řešení základové patky, pokračujte na <a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">samostatný článek s poznámkami k vydání</a>.</p>\n<h3>Výsledky</h3>\n<p>V sekci Výsledky uvidíte tři základní posudky, které jsou v souladu s <strong>kritérii MSÚ (mezní stav únosnosti).</strong></p>\n<figure data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e8d814fd-63b8-49a6-a916-8ce3fe0e644d/wall%20results1.png\" data-asset-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" data-image-id=\"6832907c-e5cf-432c-a709-3c6acfe41627\" alt=\"\"></figure>\n<p>Napětí a přetvoření související s betonem a výztuží jsou definovány v sekci <strong>\"Pevnost</strong>\". Napětí v soudržnosti a související veličiny jsou podrobně popsány v sekci \"<strong>Kotvení</strong>\". Kromě toho je nelineární deformace poskytnuta v rámci \"<strong>Pomocných</strong>\" výsledků posouzení.</p>\n<figure data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f7a68442-dee4-4b88-b535-1eb99608d873/wall%20results2.png\" data-asset-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" data-image-id=\"fa4f5a11-3113-4798-903e-002f1bbd5cf2\" alt=\"\"></figure>\n<p>K této beta verzi vám poskytujeme předběžný přístup, abyste si ji mohli sami vyzkoušet, zatímco budeme pokračovat v jejím testování v rámci našeho přísného ověřovacího procesu. Přístup k ní mají stávající uživatelé s nejnovější verzí a platným servisem. Pokud splňujete předpoklady, můžete požádat o bezplatný přístup kliknutím na ikonu Beta Detail na pásu karet aplikace Connection, která vás přesměruje na&nbsp;<a href=\"https://campaign.ideastatica.com/3d-concrete-footings-and-walls\">tuto vtupní stránku</a>, kde vyplníte formulář, požádáte o připojení k programu Beta a získáte tak bezplatný přístup k 3D Detailu.</p>\n<p><em>Vezměte prosím na vědomí, že beta verze normy ACI je v současné době nedostupná.</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.0.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                                    "value": "<p>V praxi se pro návrh oblastí diskontinuit ve vyztužených a předpjatých betonových konstrukcích standardně používají <strong>Příhradové analogie</strong> <strong>(S&amp;T)</strong> a <strong>Tlaková pole</strong>. <strong>Compatible Stress Fields Method (CSFM)</strong> byla vyvinuta rozšířením těchto klasických teorií, což umožňuje vysoký stupeň automatizace. Metoda je současně v souladu s návrhovou normou. I přes svou jednoduchost poskytuje metoda velmi realistický popis odezvy betonové konstrukce jak v mezním stavu únosnosti (MSÚ), tak v mezním stavu použitelnosti (MSP). CSFM je implementován v <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.&nbsp;</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Obr. 1 &nbsp;a) Stěna s otvory b) Smyková stěna c) Nosník s ozubem na konci a otvory d) Mostní pilíř e) Mostní diafragma</em></p>\n<p>Standardní postupy pro navrhování průřezů betonových konstrukcí jsou použitelné v částech, kde platí tzv. Bernoulliho-Navieriho hypotéza o zachování rovinnosti průřezu po přetvoření (oblasti B). Místa, kde hypotéza neplatí, se nazývají <strong>oblasti diskontinuit</strong> (oblasti D). Patří sem části konstrukcí, kde se vnáší koncentrované zatížení nebo kde dochází k náhlé změně průřezu. Jako jsou koncové ozuby nosníků (obr. 1c), &nbsp;(obr. 1a, 1b) nebo krátké konzoly. Také stěnové nosníky a stěny s otvory (obr. 1a, 1b). Z oblasti mostního stavitelství jsou to pak např. hlavice pilířů (obr. 1d), nadpodporové příčníky (obr. 1e), deviátory atd.</p>\n<h2>1. Metoda náhradní příhradoviny</h2>\n<p>Základním předpokladem při definování S&amp;T modelu je, že je zanedbána pevnost betonu v tahu. Jednoduchý model příhradového nosníku se skládá z prvků působících v tlaku a tahu, které představují chování v MSÚ. Obecně se nejedná o složitý problém a definování základního S&amp;T modelu např. koncové ozubu prefa nosníku (obr. 2a) by nemělo být pro zkušeného inženýra problém. I pro tento základní úkol však může být správné posouzení modelu v souladu s návrhovou normou zdlouhavým, manuálním a iterativním procesem.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Obr. 2 a) Model S&amp;T 1 b) Model S&amp;T 2 c) Model&nbsp;S&amp;T</em></p>\n<p>Je potřeba posoudit táhla, uzlové oblasti, příčné tahy v&nbsp;tlakových diagonálách atd. A pokud model nevyhoví je třeba zvolit novou geometrii příhradoviny. Což velmi často vede k tomu, že statik si pouze jednou zvolí geometrii S&amp;T modelu a posoudí jen táhlo z betonářské výztuže. Může se tak dopustit podstatné chyby. Volba příhradového modelu je vždy věcí zkušenosti a u složitějších konstrukčních detailů nemusí být volba příhrady, která bude dostatečně odpovídat skutečnému chování konstrukce tak snadná jako u našeho příkladu. Příhradová analogie je také metoda pouze pro posouzení mezních stavů únosnosti a neumožňuje provést <strong>posouzení mezních stavů použitelnosti (deformace, trhliny)</strong>, což jsou zejména u náročných konstrukcí rozhodující kritéria, protože mají přímý dopad na životnost konstrukce.</p>\n<h2>2. Compatible Stress Field Method - CSFM</h2>\n<p>CSFM je moderní nelineární metoda pro analýzu D-oblastí a prvků, jejichž působení lze zjednodušit na rovinnou napjatost, tedy 2D model. <strong>Stále se ale vychází ze základního a bezpečného předpokladu norem: beton v tahu nepůsobí a veškeré tahy musí přenést výztuž.</strong> Compatible Stress Field Method (CSFM) je evolucí metod příhradové analogie a tlakových polí, přičemž odstraňuje jejich hlavní, výše zmíněné nevýhody: nejistoty ve volbě modelu, obtížnou automatizovatelnost a nemožnost posoudit mezní stavy použitelnosti.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Obr. 3 Princip CSFM: a) lineární, pružné napětí rovinného elementu; b) hlavní napětí; c) &nbsp;napětí při řešení pomocí CSFM</em></p>\n<p>Princip CSFM lze vysvětlit na napjatosti základního rovinného elementu železobetonové konstrukce. Na Obr. 3a je napjatost elementu, jak ji známe ze všech učebnic pružnosti a pevnosti. Jdná se o napětí v&nbsp;jednom bodě konstrukce, získaná například lineární, pružnou analýzou pomocí metody konečných prvků (MKP). Na element působí horizontální příčný tlak&nbsp;<em>σ</em><em><sub>x</sub></em>, vertikální příčný tlak&nbsp;<em>σ</em><em><sub>y</sub></em>, a smykové napětí&nbsp;<em>τ</em><em><sub>xy</sub></em>. Z&nbsp;těchto napětí lze stanovit tzv. <strong>hlavní napětí </strong>a jejich sklon&nbsp;<em>θ</em>&nbsp;(Obr. 3b). Element je pak namáhán hlavním tahovým napětím&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;a hlavním tlakovým napětím&nbsp;<em>σ</em><em><sub>2</sub></em>.</p>\n<p>Jak bude vypadat napjatost stejného elementu analyzovaného pomocí CSFM? Napjatost je znázorněna na obrázku 3c. Ve směru hlavních tlakových napětí σ<sub>2</sub>&nbsp;působí tlačený beton a vznikne tlakové pole s napětím&nbsp;<em>σ</em><em><sub>c2</sub></em>. Jak již bylo zmíněno výše, základním předpokladem je, že beton v&nbsp;tahu nepůsobí. Příčná hlavní tahová napětí&nbsp;<em>σ</em><em><sub>1</sub></em>&nbsp;tedy beton nepřenese, kolmo na jejich směr vznikne trhlina. Napětí&nbsp;<em>σ</em><em><sub>c1r</sub></em>&nbsp;tedy musí být rovno nule. Aby nedošlo k&nbsp;rozpadu našeho 2D elementu, musí veškerá tahová napětí přenést výztuž (naznačena modře na obr. 3c), která musí být součástí výpočtového modelu.&nbsp;</p>\n<p>Provede-li se tato analýza napjatosti pomocí CSFM <strong>spojitě po celé řešené 2D oblasti</strong>, je výsledkem spojité tlakové pole a pole tlakových a tahových napětí ve výztuži. Zjednodušená grafická reprezentace CSFM napěťového pole pro zhlaví našeho pilíře je uvedena na obrázku 7a. Kromě míry využití betonu a výztuže jsou na obrázku naznačeny také po oblasti měnící se směry vypočtených talkových napětí<em>&nbsp;σ</em><em><sub>c2</sub></em>.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Obr. 4 Celkové výsledky z IDEA StatiCa Detail&nbsp;</em></p>\n<p>Analýza detailu nebo konstrukce pomocí <strong>CSFM je založena na metodě konečných prvků</strong>. Beton je modelovaný pomocí 2D stěnového elementu a výztuž pomocí 1D prutových prvků (Obr. 6). Analýza se neprovádí v&nbsp;jednom kroku, ale je zřejmé, že se jedná o nelineární úlohu (beton v&nbsp;tahu nepůsobí). Zatížení se během výpočtu aplikuje po přírůstcích a řešení nelineárního systému rovnic se hledá pomocí <strong>Newton-Raphsonovy metody</strong>. Fiktivní rozetřené trhliny (<em>ε1</em>&nbsp;je průměrná hodnota) se „tvoří“ kolmo na směr hlavních tahů, který se může během nelineárního výpočtu měnit, jak se element „postupně potrhává“ od jednotlivých přírůstků zatížení. Jinými slovy shrnuto, v&nbsp;CSFM se uvažuje fiktivní beznapěťová rotující trhlina.</p>\n<p>Výsledkem MKP řešení pomocí CSFM je kompatibilní napěťové pole (tzn. beton se v&nbsp;modelu nerozpadá na jednotlivé samostatně působící vzpěry) a pole poměrných přetvoření, které jsou spojité po celé řešené 2D oblasti. To je velká výhoda oproti klasickým S&amp;T přístupům a umožňuje to automatizovat a zpřesnit výpočetní model, jak bude popsáno v&nbsp;následující odstavcích.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Obr. 5 Pracovní diagram betonu se zohledněním limitního napětí vlivem příčných tahů (tlakové změkčení, pro ε1&gt;0 a ε2&lt;0)</em></p>\n<p>Jednoduchá formulace CSFM umožňuje použít standardní jednoosý parabolicko-rektangulární pracovní diagram pro beton v tlaku z návrhové normy. Jak je známo, tlaková pevnost betonu klesá, pokud je beton porušený tahovými trhlinami (Obr. 4). Tento efekt tzv. <strong>tlakového změkčení</strong> (compression softening) je v metodě zahrnut automatickým zohledněním tzv. efektivní tlakové pevnosti betonu. Na základě úrovně příčných tahových přetvoření ε<sub>1</sub> se stanoví redukční faktor k<sub>c</sub> a upraví se pracovní diagram betonu (Obr. 4). Díky tomu, že je známo pole poměrných přetvoření po celé konstrukci, může být efektivní pevnost betonu v tlaku vypočítána automaticky v jednotlivých částech v závislosti na místní úrovni příčných tahových přetvoření ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Obr. 6 Princip tahového zpevnění</em></p>\n<p>Dále se v CSFM uvažuje ztužující účinek taženého betonu mezi trhlinami na výztuž – <strong>tahové zpevnění</strong> (tension stiffening). Ve výpočtovém modelu se pracuje s průměrným poměrným přetvořením výztuže ε<sub>m</sub> a upravuje se pracovní diagram výztuže (Obr. 5). To umožňuje realisticky vystihnout tuhost železobetonové konstrukce porušené trhlinami. Stále však platí, že pevnost betonu v tahu se nepodílí na únosnosti. Pro posouzení je rozhodující maximální napětí ve výztuži σsr v trhlinách (Obr. 6).</p>\n<p>CSFM používá běžné jednoosé materiálové modely (pracovní diagramy), které jsou definované v návrhových normách. Pro posouzení MSU se potom používá standardní normový formát spolehlivosti – metoda dílčích součinitelů spolehlivosti. Metoda je tak díky své jednoduchosti vhodná pro inženýrskou praxi a je v souladu s návrhovou normou. I když se jedná o nelineární MKP analýzu, nemusí statik do výpočtu zadávat dodatečné materiálové vlastnosti a charakteristiky betonu, které ve stádiu návrhu ani nemůže mít k dispozici a které jsou nutné např. pro MKP nelineární analýzy založené na lomové mechanice. Jak již bylo naznačeno, velkou výhodou analýzy pomocí CSFM kromě mezních stavů únosnosti rovněž&nbsp;<strong>schopnost posoudit mezní stavy použitelnosti:</strong>&nbsp;průhyby, omezení napětí a zejména šířka trhlin.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Obr. 7 MKP model: konečné prvky výztuže připojené k síti betonových prvků pomocí MPC vazeb a koncových prvků.</em></p>\n<p>MKP model v CSFM se skládá z několika typů konečných prvků (Obr. 7):</p>\n<ul>\n  <li>1-D prvek s osovou tuhostí modelující výztuž</li>\n  <li>2-D izoparametrický prvek modelující beton</li>\n  <li>Koncové pružiny pro model kotvení výztuže s koncovou úpravou</li>\n  <li>Speciální 2D prvek pro model soudržnosti mezi výztuží a betonem</li>\n  <li>Tuhé a interpolační vazby (Multi-Point Constraints, MPC) mezi prvky soudržnosti a betonem</li>\n</ul>\n<p>Pokud navržená výztuž zabraňuje křehkému porušení prvku, bylo prokázáno že CSFM dává navzdory jednoduchosti formulace velmi dobré předpovědi odezvy a mezní únosnosti konstrukce. Jinými slovy metoda není vhodná např. pro posouzení nosníků bez příčné smykové výztuže, které vykazují potenciálně křehké chování. <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">Ověření</a> metody včetně experimentů je uvedeno v [1]. Podrobnější popis metody je nad rámec článku a lze jej nalézt také v <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Teoretických základech</a>.</p>\n<p>Je zřejmé, že principy CSFM jsou obecné a její použití tak není omezeno jen na D-oblasti, ale lze ji využít pro modelování celých prvků nebo např. prefa dílců a tam kde lze prvek zjednodušit na rovinný 2D model. Metoda a její implementace v software byly také rozšířeny o možnost zadat <strong>předem a dodatečně předpjatou výztuž</strong>.</p>\n<h2>3. Příklad posouzení zhlaví piliře</h2>\n<p>Praktické využití metody CSFM je ukázáno na posouzení hlavice mostního pilíře z obrázku 1. Jedná se o druhý pilíř spojitého mostu o třech polích s&nbsp;rozpětími 30.0 m, 42.0 m a 30.0 m. Hlavice ŽB pilíře je navržena z betonu C40/50, její tloušťka (v podélném směru mostu) je 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Obrázek 7. Hlavice pilíře: a) souhrnné posouzení; b) napětí ve výztuži v MSU; c) napětí v betonu v MSU, d) šířka trhlin v MSP</em></p>\n<p>V horní části hlavice pilíře bylo nejprve navrženo příčné táhlo z výztuže B500 20xϕ28+20xϕ25 – horní čtyři vrstvy. Na obrázku 7a je uvedeno souhrnné posouzení v mezním stavu únosnosti se zobrazením tlakových napětí v betonu, směry tlakových napětí a napětím ve výztuži. Detailnější průběhy napětí v betonu a ve výztuži jsou potom dokumentovány na obrázcích 7b a 7c. Výztuž příčného táhla je těsně pod mezí kluzu, rovněž napětí v betonu (a poměrná přetvoření) jsou v MSÚ vyhovující. Z výsledku výpočtu šířky trhlin (Obr. 7d) je však zřejmé že v MSP návrh nevyhovuje: w<sub>max</sub> = 0,36 mm &gt; w<sub>lim</sub> = 0,3 mm. Pro splnění mezní šířky trhlin je nutné zvětšit výztuž příčného táhla na 20xϕ32+20xϕ28. V případě w<sub>lim</sub> = 0,2 mm (např. pilíř v blízkosti pozemní komunikace generující slanou mlhu, stupeň vlivu prostředí XF2) bylo by nutné výztuž příčného táhla zvýšit dokonce na 24xϕ32+24xϕ28.</p>\n<h2>Závěr</h2>\n<p>CSFM je vhodná pro inženýrskou praxi díky tomu, že využívá <strong>jednoduché materiálové modely definované v návrhové normě</strong>. Umožňuje vedle mezních stavů únosnosti rovněž provádět posouzení mezních stavů použitelnosti, což bylo dříve např. s použitím S&amp;T modelů těžko představitelné. Díky implementaci metody v programu IDAStatiCa Detail je pak možné realisticky postihnout odezvu konstrukce a navrhovat a posuzovat oblasti diskontinuit, ale i větší celky efektivně a bezpečně.</p>\n<p>CSFM byla vyvinuta zejména díky práci profesora Waltera Kaufmanna, vedoucího Chair of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zurich.&nbsp; Se svým týmem také <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">provedli verifikaci její softwarové implementac</a>e v IDEA StatiCa Detail.</p>\n<h2>Literatura</h2>\n<p>[1] KAUFMANN, Walter, et al.: Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMAN, W., MARTI, P.: Structural Concrete: Cracked Membrane Model. Journal of Structural Engineering 124 (12): 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L.:&nbsp; Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In: Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<p><br>\n</p>"
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                                                                                                            "value": "<p>Tento článek uvádí principy a validace <strong>Compatible Stress Field Method (CSFM)</strong> - Návrh a posouzení železobetonových konstrukcí pomocí CSFM.</p>\n<p>Pomocí této nové metody navrhnete a posoudíte jakoukoli betonovou konstrukci zatíženou v její střednicové rovině, obvzlášť vhodná je pak pro tzv. poruchové oblasti (oblasti diskontinuit) jako jsou krátké konzoly, stěnové nosníky, stěny (s otvory), ozuby a rámové rohy. CSFM reprezentuje významný pokrok v praxi navrhování železobetonových konstrukcí, jelikož umožňuje efektivně posuzovat podle norem, včetně zohlednění mezního stavu použitelnosti, tedy kontroly deformací a deformační kapacity celé konstrukce, a to dokonce i pro složité topologie betonových detailů. CSFM je založena na metodě konečných prkvů a využívá základních materiálových předpokladů, které jsou uvedeny v normách.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"Nosník s otvory uložen na ozub\"></figure>\n<p>V knize jsou prezentovány a diskutovány výsledky CSFM na verifikačních příkladech, kde jsou mimo jiné uvedeny i ovlivňující faktory výpočtu a jejich podrobné modely . Výsledky jsou porovnány s celou řadou analytických řešení, normových postupů a experimentálních výsledků a prokazují se všemi referenčními příklady velmi dobrou shodu.</p>\n<h4>Poslechněte si &nbsp;přednášku prof. Kaufmanna o metodě CSFM</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Kolektiv autorů</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromír Kabeláč, Michael Konečný, Ass. Prof. Dr. Jaroslav Navrátil, Michal Číhal, Petra Komárková</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann je v čele katedry statiky stavebních konstrukcí na univerzitě ETH Zurich (Navrhování betonových konstrukcí a mostů). Je předsedou úřadu technické normalizace návrhu betonových konstrukcí ve Švýcarsku (Swiss Concrete Code Commission) a hlavním vedoucím pracovníkem ve švýcarském národním centru pro vědu a výzkum (NCCR) v oboru digitální výroby konstrukcí. Jeho výzkum je soutředěn na inovativní konstrukce, stanovení únosnosti a deformační kapacity betonových konstrukcí, stanovení bezpečnosti stávajících konstrukcí a digitální výrobu konstrukcí.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"\"></figure>\n<p>Své tituly (inženýrský a doktorský) získlal na ETH Zurich&nbsp;v roce 1992 (Dipl. Bau-Ing.) a 1998 (Dr. sc. Techn.). Před příchodem na ETH Zurich v roce 2014, byl velmi aktivní v inženýrské praxi. Působil v tomto odvětví více než 15 let a pracoval hlavně ve Španělsku a Švýcarsku. Během této doby řídil řadu projektů pozemních a dopravních staveb, zejména mostů, a úspěšně se účastnil mnoha soutěží o návrh mostů. Podílel se také na mnoha odborných hodnoceních a soutěžích.</p>\n<h2>Citatace</h2>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 stran</p>\n<h2>Kupte si e-knihu</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>PDF verzi knihy si můžete koupit platformě Payhip</strong></a><strong>.</strong></p>\n<p><strong>Cena: 60 EUR + DPH</strong></p>\n<p><strong>Student: 18 EUR + DPH (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>kontaktujte nás</strong></a><strong> pro získání 70% slevy)</strong></p>\n<h2>Obsah knihy</h2>\n<p>Zde můžete nahlédnout do <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">obsahu knihy</a> ukazující seznam verifikačních příkladů. Všechny výsledky prokazují dobrou shodu s referečními příklady.&nbsp;</p>"
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                                                                                                            "value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1:&nbsp; General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova.&nbsp;2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst &amp; Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&amp;genre=book&amp;isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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                                                    "value": "<p>Podrobný popis všech voleb a jejich zadání naleznete v následujícím článku:&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<h3>Známá omezení&nbsp;</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj a nemůže nahradit inženýrský úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si následující omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do Detailu lze z Connection importovat pouze modely <strong>kotvené přes patní desku přímo uloženou na betonovém povrchu.</strong>&nbsp;</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detail</a></p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                              "[Circular Reference]"
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                                                            "value": "<h2>Co je sada HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite je cloudový software pro stavební inženýry, který se specializuje na návrh a analýzu kotevních systémů, patních desek a ocelových přípojů. Podporuje mezinárodní návrhové normy, jako jsou ACI a Eurocode, a má disponuje knihovnami výrobků Hilti, díky čemuž poskytuje optimalizovaná řešení kotvení.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1bf65b5\"></object>\n<h2>Jak používat plugin</h2>\n<p>Chcete-li importovat data z jakéhokoli globálního analytického softwaru do Hilti PE, informace jsou nejprve přeneseny do&nbsp;<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbotu </a>prostřednictvím libovolného <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM propojení</a>. . Záložka \"HILTI PROFIS\" v aplikaci Checkbot usnadňuje export do Hilti. Výběrem uzlu s jedním ukotveným dílcem mohou uživatelé exportovat data přímo do Hilti PE pomocí tlačítka&nbsp;<strong>Exportovat</strong>, což zajišťuje přesný přenos relevantních údajů o konstrukci pro další analýzu.</p>\n<p>Tlačítko&nbsp;<strong>Exportovat&nbsp;</strong>v aplikaci Checkbot spustí aplikaci Hilti PE a po přihlášení automaticky vytvoří nový projekt se stejným názvem, jaký má projekt v Checkbotu. V rámci tohoto projektu je vytvořena nová položka.&nbsp;</p>\n<p>Celý tento pracovní postup je k dispozici i s licencí IDEA StatiCa&nbsp;<a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic</a>, která je zdarma. Jak používat plugin je popsáno krok za krokem v následujícím <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">článku</a>, který je také přístupný z tlačítka&nbsp;<strong>Další informace&nbsp;</strong>v Checkbotu.&nbsp;</p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data importovaná do systému PROFIS</h3>\n<ul>\n  <li>Mezinárodní konstrukční norma (kód)&nbsp;</li>\n  <li>Typ a materiál&nbsp;profilu</li>\n  <li>Vnitřní síly ze zatěžovacích stavů a kombinací zatížení</li>\n</ul>\n<h3>Známá omezení</h3>\n<ul>\n  <li>Návrh kotvení není přebrán Hilti PE (rozmístění kotev, geometrie patní desky, výztuhy, svary)</li>\n  <li>Pouze přípoje s 1 profilem (jednoduchá kotvení) a pouze kotvení ocel-beton</li>\n  <li>Hilti PE v současné době nepodporuje \"zrcadlení\" profilů. Na obrázku níže zvýrazněné případy ukazují, že poloha profilu v PROFIS neodpovídá pozici profilu IDEA StatiCa ve vztahu k Připojení na ZAČÁTKU nebo KONCI (LSS prvku v IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>Vedle <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hlavních novinek ve verzi 24.1</a> si přečtěte úplný seznam nových funkcí:</p>\n<h2>Posouzení betonových konstrukcí</h2>\n<p><strong>Detail 3D (pouze Eurokód)</strong></p>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail vychází v plné verzi</a> verzi s verifikacemi na kotvení</li>\n  <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Přenos smyku</a> přes kotvy, smykové zarážky a třením</li>\n  <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z aplikace Connection do Detail 3D </a>s novými entitami&nbsp;</li>\n  <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Zlepšení vizualizace výsledků</a> – řezy, posudek napětí</li>\n  <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelování mřížky a vlastní tíhy</a> pro navrhování nových entit</li>\n  <li>Zjemněná síť konečných prvků kolem kotev a stabilita aplikace</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rychlé a intuitivní modelování</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Kompletní kombinace MSP</a> (pouze Eurokód)</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Tuhost pro bodové podpory</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n  <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Klopení</a> - pokročilá analýza (pouze Eurokód)</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Měřicí nástroj v Connectionu</a></li>\n  <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek projektu a správa materiálů</a></li>\n  <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Vícenásobný výběr a vícenásobné úpravy v Connection</a></li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Rychlá odezva aplikace Connection</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/sprava-polozek-projektu-a-sprava-materialu#analyza-bouleni-pro-kazdou-polozku-projektu\">Výpočty vzpěru v backstage menu</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#Teoreticke-zaklady-v-protokolu-aktualizovany\">Teoretické základy v protokolu v italštině</a> a portugalštině</li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/jak-importovat-plech-z-dxf#Smooth-import-of-plate-shape-from-dxf\">Hladký import plechu z DXF</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\">Vylepšené šablony parametrického návrhu</a></li>\n  <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionální vylepšení</a></li>\n  <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatický výběr návrhové normy u zahnutých kotev</a></li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Přesné generování sítě kolem otvorů pro šrouby a čepy</a></li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Nástroje pro vícenásobnou správu v Checkbotu</a></li>\n  <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametry jsou užitečné pro každého</a></li>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS v nástroji Checkbot</a></li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot připraven pro velké projekty</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\">Export IFC soubouru z Checkbotu</a></li>\n  <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Pokročilé importy spojovacích prostředků z CAD nástrojů</a></li>\n  <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Podporované BIM propojení ve verzi 24.1</a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Nastavení projektu</a></li>\n  <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Sdílené předvolby napříč aplikacemi</a></li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Jednotné přihlášení (Single sign-on)</a></li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Uživatelské rozhraní nástroje IDEA StatiCa Viewer</a></li>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\">Zprávy o využití licencí v uživatelském portálu</a></li>\n</ul>\n<h2>Kompletní seznam novinek k nové verzi</h2>\n<p>Níže si můžete stáhnout <strong>kompletní seznam novinek k verzi </strong>IDEA StatiCa 24.1 ve formátu PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0ad5e308_2839_016c_3e2e_7e6aa7a0722d\"></object>"
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                                                                    "value": "<h2>Hlavní vylepšení verze 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n87117aca_4bef_016e_b153_ea18c9699a33\"></object>\n<h2>Posouzení betonových konstrukcí</h2>\n<ul>\n  <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail vychází v plné verzi</strong></a> a je připraven pro posouzení <strong>kotvení </strong>s ohledem na <strong>reálnou výztuž</strong> - řešte efektivně kotvení blízko okraje betonu a při velkých tahových silách v kotvách</li>\n  <li>Nová<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>analýza klopení</strong></a> v <strong>aplikaci Beam</strong> a <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>kombinace MSP v Detailu</strong></a> <strong>pro návrh prefabrikovaných dílců</strong>.</li>\n  <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Nové šablony pro 2D Detail</strong></a> &nbsp;- začněte modelovat během několika sekund.</li>\n</ul>\n<h2>Posouzení ocelových přípojů</h2>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/cz/podpora/parametricke-sablony-v-connection-library#Bezne-vlastnosti-parametricke-sablony\"><strong>Parametrické šablony</strong></a> pro standardní nebo opakující se ocelové přípoje. Ve výchozím nastavení je v sadě IDEA 50 šablon a můžete si vytvořit libovolné šablony sami.</li>\n  <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Zrychlení aplikace Connection</strong></a> s kratším startem aplikace, rychlejšími reakcemi v Hlavním menu a prezentacemi výsledků a <strong>využitím paměti optimalizovanými </strong>pro<strong> </strong>velké projekty.</li>\n  <li><strong>Vylepšení uživatelského rozhraní - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Správa položek a materiálů projektu</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">měřicí nástroj</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">vícenásobný výběr/vícenásobná editace</a> a <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">import plechů DXF</a></li>\n  <li><strong>Posudek kotvení dle Eurokódů </strong>nyní obsahuje <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatický výběr norem mezi 1993-1-8 a 1992-4</a>.</li>\n  <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer </strong></a><strong>&nbsp;</strong>byl vylepšen pro spolupráci - sdílejte modely pomocí <strong>hypertextových odkazů URL</strong> a <strong>správy odkazů</strong>. Jsou přidány <a href=\"https://www.ideastatica.com/cz/podpora/uzivatelske-rozhrani-nastroje-idea-statica-viewer#panel-vlastnosti\">další informace o modelu</a> - Typy a velikosti svarů, Typ modelu, čepy, Souřadnice přípoje</li>\n  <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>nyní doporučí jiné varianty provedení daného přépoje v aplikaci Viewer.</li>\n  <li><strong>Kanada a Austrálie </strong>se dočkaly <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#PJP-svary-pro-CSA-a-AS\">svarů PJP</a>, <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#aktualizace-databazi-prurezu-a-materialu\">aktualizovanou databázi průřezů dle AISC v16.0</a> a <a href=\"https://www.ideastatica.com/cz/podpora/regionalni-vylepseni-ve-verzi-24-1#vychozi-nastaveni-materialu\">výchozí nastavení materiálu</a>.</li>\n</ul>\n<h2>BIM a Checkbot</h2>\n<ul>\n  <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Plugin Hilti PROFIS</strong></a> umožňuje exportovat zatížení, materiály a průřezy z MKP aplikací do Hilti PROFIS Engineering prostřednictvím Checkbot.</li>\n  <li>Návrhy přípojů použitelné pro <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>skupiny uzlů v Checkbotu</strong></a> vytvořené automaticky podle geometrie a průřezu nebo uživatelsky definovaného výběru.</li>\n  <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Rychlost aplikace se zvýšila</strong></a> o 60 % a otevírá až 1000 uzlů projektů během několika sekund.</li>\n  <li>Možnosti exportu jsou rozšířeny o hromadný <a href=\"https://www.ideastatica.com/cz/podpora/export-ifc-souboru-z-idea-statica#IFC-export-z-Checkbotu\"><strong>export IFC</strong></a> ve více souborech nebo o export více přípojů v jednom souboru.</li>\n  <li>Zkontrolujte kompatibilitu se svým softwarem v seznamu <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>podporovaných verzí ve verzi 24.1</strong></a></li>\n</ul>\n<h2>Ovladatelnost a licencování</h2>\n<ul>\n  <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nové nastavení projektu</strong></a> s exportem a sdílením, které lze upravit pro národní přílohy.</li>\n  <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Možnost přihlašování single-sign-on (SSO)</strong></a> je k dispozici pro všechny Enterprise zákazníky.</li>\n  <li>Správci licencí mohou vidět<strong> </strong><a href=\"https://www.ideastatica.com/cz/podpora/analytika-pro-vyuziti-licenci-v-uzivatelskem-portalu#analytika-licenci\"><strong>reporty</strong></a><strong> </strong>o<strong> </strong>používání aplikací IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84b4db40_68c9_013a_8a7c_8b57ca8f1059\"></object>"
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                                                                            "value": "<p>Chcete vidět, jak nové <strong>parametrické šablony</strong> zcela nahradí výpočty v excelu? Nebo se chcete podívat jak funguje dlouho očekáváný <strong>nástroj pro měření </strong>v aplikaci Connection? To samozřejmě není všechno, mezi další novinky patří <strong>hromadný výběr</strong> operací, <strong>zrychlení</strong> a doplnění norem.&nbsp;</p>\n<figure data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6639882a-d68e-4ce6-b89e-230feb35f25d/measuring%20tool%200.png\" data-asset-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" data-image-id=\"b35e177b-26fd-4618-a240-95b987589bb7\" alt=\"\"></figure>\n<p><strong>3D Detail</strong> je ověřený a připravený pro <strong>návrh kotvení</strong> ve 3D s přihlédnutím ke skutečné výztuži a my vám ukážeme, jak na to! Do aplikace <strong>Detail </strong>byly doplněny šablony pro nejačastější typy konstrukcí, abychom vám ušetřili čas. Ukážeme také, jak nově e efektivně posuzujeme <strong>klopení</strong> v aplikaci Beam. &nbsp;</p>\n<p><strong>Hromadný export IFC do libovolného CAD softwaru</strong> vylepšuje komunikaci s kolegy konstruktéry. Pokud používáte <strong>Hilti PROFIS Engineering</strong>, můžete začít efektivně používat Checkbot s jeho novým HILTI pluginem.&nbsp;</p>\n<p>Náš BIM tým samozřejmě taky nezahálel! <strong>Hromadný návrh a hromadné výpočty</strong> více přípojů zrychlí vaši práci. Díky novému <strong>seskupování podle geometrie a typologie</strong>, se návrh přípojů výrazně zrychluje.&nbsp;</p>\n<p>Všichni rádi sdílejí - Teams, WhatsApp nebo e-mail? Aplikace Viewer je posílena o <strong>sdílení modelů </strong>a <strong>správu odkazů</strong>. Pokud jste ještě neslyšeli o Connection Library, stiskněte <strong>ve Vieweru tlačítko CL</strong> a je to!&nbsp;</p>\n<p>A na závěr třešnička. Pro všechny aplikace jsme sjednotili <strong>nastavení projektu</strong>, abychom ušetřili váš čas.&nbsp;</p>\n<h3>Záznam webináře</h3>"
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                                                            "value": "<p>IDEA StatiCa 3D Detail je nástroj pro řešení složitých 3D úloh a je plně ověřen pro kotvení do betonových bloků. Toto řešení umožňuje provádět posouzení bez přílišného zjednodušení a poskytuje posudky na základě mezního stavu únosnosti (MSÚ). Máme tedy nástroj pro ověření všech typů <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">porušení betonu</a>. Společně s IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nabízíme komplexní balíček pro každého, kdo se zabývá spoji ocel-beton.</p>\n<p>Vylepšený přenos smyku, vylepšené výsledky a zjednodušená integrace mezi <strong>IDEA StatiCa Connection</strong> a <strong>IDEA StatiCa Detail</strong>&nbsp;spolu s verifikacemi znamenají, že řešení je nyní plně schopné zvládnout skutečné a praktické příklady jakéhokoli druhu kotvení.&nbsp;</p>\n<h3>Jaká jsou některá klíčová vylepšení ve srovnání s BETA verzí?</h3>\n<ul>\n  <li><strong>Zařízení pro přenos smyku:</strong> Základní entity, které umožňují obecný návrh všech typů kotvení <strong>(kotvy, smykové zarážky a tření).</strong> Přenos smykových sil lze zadat všemi způsoby v IDEA StatiCa Connection, což umožňuje hladký import. Přečtěte si článek k verzi věnovaný <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">zařízením pro přenos smyku.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n  <li><strong>Výsledkové řezy</strong>: V rámci lepšho pochopení výsledků poskytuje možnost vidět skutečné chování konstrukce uvnitř 3D prvku. Přečtěte si samostatný článek k verzi: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Vylepšení interpretace výsledků</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n  <li><strong>Úplný export připoje s novými entitami: </strong>Import je možný, včetně všech informací o materiálech, typech kotev a jejich koncových úpravách. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import kotvení z Connection do Detailu</a></li>\n  <li><strong>Pracovní rovina mřížky</strong>: K dispozici je nová mřížka, která pomáhá identifikaci povrchu během modelování, vyztužení, vytváření řezů atd. Přečtěte si samostatnou poznámku k verzi: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Vylepšení modelování - Modelování mřížky a vlastní tíha</a></li>\n  <li><strong>Vlastní tíha:</strong> Aplikace obsahuje další typ zatížení, a to vlastní tíhu. Vypočítává se automaticky na základě rozměrů a vybraného materiálu.&nbsp;</li>\n  <li><strong>Rafinovaná síťovina kolem kotev:</strong> Síť kolem kotev byla lokálně vylepšena pro dosažení přesných výsledků. Toto nastavení nelze změnit. Síť se vytvoří automaticky.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Komplexní popis funkčnosti 3D detailu.</a></p>\n<p><em>Poznámka: V současné době pouze pro Eurokód (EN).</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b209404_872b_01f5_8322_a72d446b702b\"></object>\n<h3>Známá omezení pro Detail 3D</h3>\n<p>Vzhledem k tomu, že Detail je pouze nástroj, který nemůže nahradit technický úsudek, je nutné bezpečně porozumět jeho funkcím, výhodám a omezením. Přečtěte si omezení, která je třeba vzít v úvahu:</p>\n<ul>\n  <li>Řešení je vhodné pouze <strong>pro železobeton.</strong></li>\n  <li>Aplikace zajišťuje<strong> posudky MSÚ</strong> dle EN.</li>\n  <li>V detailu je podporován <strong>pouze jeden betonový blok</strong>.</li>\n  <li>V části Detail se kotvy kontrolují pouze na pevnost v tahu. Pro <strong>kontrolu smyku a interakce je nutné použít Connection</strong>.</li>\n  <li>Do detailu (z Connectionu) lze importovat pouze modely <strong>ukotvené přes patní desku</strong> a <strong>pouze přímý kontakt </strong>.&nbsp;</li>\n  <li><strong>Importovaná zatížení a zatížení zadaná uživatelem nelze kombinovat v rámci jednoho modelu.</strong></li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D detaily</a></p>\n<h3>Ověření</h3>\n<p>Ještě jednou zdůrazňujeme, že ačkoli je Detail 3D obecným řešením pro modelování jakéhokoli detailu, ověřujeme příklady krok za krokem. V současné době se zaměřuje především na ověření funkcionalit souvisejících s <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">kotvením</a>. Níže se podívejte na přehled možných případů použití a plánů dalšího vývoje:</p>\n<table><tbody>\n  <tr><td><strong>Případ použití</strong></td><td><strong>Funkčnost připravena</strong></td><td><strong>Ověření zajištěno</strong></td><td><strong>Ověření ve verzi</strong></td></tr>\n  <tr><td>Patky ocelových sloupů</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné kotvení ocelových prvků<br>\n(nosníky, ztužidla, zvedací oka...)</td><td>ANO</td><td>ANO</td><td>24.1.0</td></tr>\n  <tr><td>Obecné použití Detailu 3D pro ostatní případy (piloty, pilíře, atd.)</td><td><p>ANO</p>\n<p><br>\n</p>\n</td><td>NE</td><td><p>ve vývoji</p>\n<p><br>\n</p>\n</td></tr>\n  <tr><td>Typ modelu stěny</td><td>NE</td><td>NE</td><td>ve vývoji</td></tr>\n</tbody></table>\n<p><br></p>\n<p>Průběžně aktualizujeme a přidáváme nová <a href=\"https://www.ideastatica.com/support-center-verifications?product=concrete&amp;label=detail_3d\">ověření pro 3D Detail</a>, kde ověřujeme funkčnost a předpoklady. Pro hlubší pochopení metody si přečtěte obsáhlé <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické pozadí</a>, které obsahuje hlavní předpoklady, popis materiálového modelu a další.</p>\n<p>Vydáno v IDEA StatiCa verze 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                    "value": "<p>Kotvení do bloku z prostého betonu lze modelovat a posuzovat v IDEA StatiCa Connection. Někdy však může být užitečné nebo dokonce nutné betonový blok vyztužit. A i když v aplikaci Connection tato funkce není k dispozici, máme <strong>3D Detail</strong>. 3D Detail je zaměřen na řešení kotvení do železobetonových bloků a analýzu jak kotevních prvků, tak samotného betonového bloku a výztuže. Kromě toho je pro zjednodušení procesu implementováno přímé propojení mezi aplikacemi Connection a Detail.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Uživatelé aplikace Connection, kteří navrhují <strong>kotvení podle Eurokódu</strong>, mohou <strong>importovat svůj model z Connection do pokročilého 3D Detailu jedním kliknutím tlačítka</strong>.</p>\n<h3>Jak to funguje?</h3>\n<ul>\n  <li>Export je povolen pouze pro kotvení. Pokud v modelu v aplikaci Connection není žádný betonový blok, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Rovněž je potřeba model v aplikaci Connection vypočítat. Pokud výsledky nejsou k dispozici, tlačítko <strong>Posouzení železobetonu</strong> na kartě Posudek není aktivní.</li>\n  <li>Když je model kotvení vypočítán, je tlačítko aktivováno.&nbsp;</li>\n  <li>Pro import/export je povolen pouze jeden betonový blok.</li>\n</ul>\n<p>Úplný seznam omezení s dalším vysvětlením naleznete v článku <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro 3D Detail</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n95d118d9_d75a_019d_b6e8_28ac07057571\"></object>\n<h3>Import kotvení zahrnuje:</h3>\n<ul>\n  <li>Model</li>\n  <li>Vyztužení&nbsp;</li>\n  <li>Patní desku</li>\n  <li>Zatížení</li>\n</ul>\n<p>Další informace a parametry, které se v Detailu nastaví dle zadaných vstupů v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (přes kotvy, smykové zarážky a tření) podle nastavení v aplikaci Connection</li>\n  <li>Materiál</li>\n  <li>Typ kotvení: Lepená kotva/Na místě zabetonovaná výztuž</li>\n  <li>Koncová úprava kotev: Přímý/Podložka/Hák</li>\n  <li>Koeficient tření</li>\n</ul>\n<h3>Jak exportovat kotvení z Connection do Detailu</h3>\n<p>Nejprve vytvořte model kotvení v aplikaci Connection podle Eurokódu a klikněte na tlačítko Vypočítat.</p>\n<p>Pokud existují výsledky, export základu je povolen. Kliknutím na tlačítko <strong>Posouzení železobetonu </strong>na kartě Posudek se zobrazí dialog s dotazem na umístění a název nově vytvořeného souboru pro Detail.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Po úspěšném exportu je vytvořen projekt v Detailu. Geometrie betonového bloku a patní desky, poloha a vlastnosti kotev a zatížení se automaticky přenesou do Detailu. Automaticky se vytvoří povrchová podpora umístěná na spodním povrchu betonového bloku.</p>\n<p>Nejsložitější částí tohoto procesu je import zatížení. Pro každý spočtený účinek zatížení v Connection se v Detailu automaticky vytvoří odpovídající zatěžovací stav a kombinace MSÚ.</p>\n<ul>\n  <li>Patní deska je namáhána <strong>silami ve svarech,</strong> které jsou modelovány jako <strong>Skupina sil. </strong>Pro samotné zatížení patní desky je importované zatížení reprezentováno skupinou sil, které sledují napětí ve svarech mezi patní deskou a ocelovými prvky v modelu v aplikaci Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n  <li>Kotvy jsou modelovány a zatěžovány nezávisle na patní desce a jsou osově zatíženy bodovým zatížením. Načítání kotev je ve scéně znázorněno dvojicí šipek v opačných směrech. Jedna šipka představuje tahovou sílu působící pouze na horní část kotvy. Druhá šipka představuje tlakovou sílu působící na patní desku.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>Zaškrtávací políčko \"Přenos osových sil\" není ve výchozím nastavení zaškrtnuto, protože kotvy jsou namáhány přímo silami.&nbsp;</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n  <li>Smyk se přenáší podle nastavení v Connection jednou z možností – kotvy, smyková zarážka nebo tření. Pokud je smyková síla přenášena kotvami, můžete určité kotvy vypnout zrušením zaškrtnutí políčka \"Přenos smyku\". Pokud je nastaveno tření nebo smykové zarážky, smyk v kotvách se v modelu nikdy neuvažuje a je přenášen pouze prostřednictvím patní desky.</li>\n</ul>\n<p>Zbývá už jen přidat výztuž a vypočítat model.</p>\n<p>Obecnější informace o Detailu jako řešení kotvení naleznete v článku <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Plná verze 3D Detailu</a>.</p>\n<p><em>Poznámka: Posudky ve 3D Detailu jsou v současné době pouze pro Eurokód (EN).&nbsp;</em></p>\n<p>Vydáno v IDEA StatiCa verze 24.1.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                            "value": "<p>V IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> nyní můžete vytvářet modely přípojů pomocí parametrů (vztahů definovaných mezi jednotlivými entitami). Parametrický návrh nám umožňuje efektivně navrhovat standardizované přípoje – <strong>o tom, jak pracovat s parametry, si přečtěte</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">v tomto článku.</a></p>\n<p>Integrace <strong>parametrických šablon</strong> do <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> nabízí nový přístup k navrhování přípojů v IDEA StatiCa Connection. Uživatelům&nbsp;<strong>dovolí vytvářet a používat kolekci šablon, které lze snadno přizpůsobit.&nbsp;</strong></p>\n<h3>Jak to funguje?</h3>\n<p>Uživatel si vytvořený přípoj nahraje do své firemní nebo osobní knihovny včetně&nbsp;<strong>definovaných parametrů</strong>. Jakmile se v projektu objeví stejná geometrie a řešení lze opakovat, může uživatel aplikovat tento předem připravený návrh (šablonu) se všemi uloženými parametry.&nbsp;</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>Po aplikování šablony je navíc možné&nbsp;<strong>měnit parametry přímo v hlavním okně návrhu</strong>&nbsp;a není potřeba přecházet do vývojářského režimu. Toto uživatelsky přívětivé prostředí dovoluje méně zkušeným uživatelům bezpečně pracovat s parametry v rámci omezení, které nastavili jejich zkušenější kolegové.&nbsp;</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>Změnou jednoho parametru lze provést&nbsp;<strong>více kroků</strong>&nbsp;najednou. Například při změně šířky výztuhy se ovlivní nejen samotný plech, ale také všechny související svary a umístění výztuhy:&nbsp;</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Zamknuté úpravy v seznamu vlastností některých výrobních operací jsou v takových případech zakázány. Pokud si však uživatel přeje, může parametry rozbít pomocí tlačítka „<strong>rozložit</strong>“. a pokračovat dále v úpravách operací.&nbsp;</p>\n<p>Šablony obsahující parametry jsou označeny malým písmenem {p}. Několik parametrických šablon již bylo připraveno a zpřístupněno v&nbsp;<strong>předdefinované sadě návrhů týmem IDEA StatiCa.</strong>&nbsp;</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h3>Jaké jsou přednosti parametrických šablon?&nbsp;</h3>\n<ul>\n  <li><strong>Univerzální šablony</strong>: Šablony jsou navrženy tak, aby byly univerzálně použitelné a poskytovaly pevný základ pro širokou škálu projektů.&nbsp;</li>\n  <li><strong>Přizpůsobení parametrů</strong>: Prostřednictvím karty vývojář mohou uživatelé definovat specifické parametry pro každou šablonu, což umožňuje vysoký stupeň přizpůsobení návrhu.&nbsp;</li>\n  <li><strong>Identifikace šablon</strong>: Parametrické šablony jsou snadno identifikovatelné podle symbolu {p}, což zajišťuje, že uživatelé je v knihovně mohou rychle rozpoznat a ve svých projektech využít.&nbsp;</li>\n  <li><strong>Rozšířené filtrování knihovny</strong>: Filtr v okně Návrh v Connection Library umoźňuje zobrazit jen parametrické šablony.</li>\n</ul>\n<h3>Vliv na vaši práci&nbsp;</h3>\n<p>Zahrnutí parametrických šablon do Connection Library představuje významný pokrok v procesu návrhu. Tato funkce zjednodušuje celý proces tím, že poskytuje:&nbsp;</p>\n<ul>\n  <li><strong>Efektivitu</strong>: Použití šablon urychluje návrh a umožňuje rychlejší iterace a úpravy.&nbsp;</li>\n  <li><strong>Konzistenci</strong>: Parametrické šablony zajišťují konzistenci návrhu napříč projekty, což je zásadní pro udržení jednotného návrhu u opakujících se přípojů.&nbsp;</li>\n  <li><strong>Spolupráci</strong>: Možnost sdílet šablony zlepšuje spolupráci mezi týmy a širší komunitou projektantů a konstruktérů.&nbsp;</li>\n  <li><strong>Přizpůsobení</strong>: Projektanti mohou šablony přizpůsobit konkrétním požadavkům projektu.&nbsp;</li>\n</ul>\n<p>Vydáno v IDEA StatiCa patch 23.1.5.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a8379673_81db_01c7_fa4b_508cad972c0a\"></object>\n<h2>Výchozí nastavení ovládacích prvků v záložce Operace (ve verzi 24.1)</h2>\n<p>Abychom zjednodušili vytváření parametrických šablon a umožnili kdykoli dosáhnout tohoto nastavení, zahrnujeme tyto ovládací prvky jako výchozí sady do kořenového adresáře operací.</p>\n<p>Aby bylo možné opakující se vlastnosti jednotlivých operací pro celý model nastavit jednotně, lze nyní v záložece Operace nastavit hromadně tyto paramery:&nbsp;&nbsp;</p>\n<ul>\n  <li>Nastavení svaru: <strong>Metoda dimenzování svaru</strong> a <strong>materiál</strong> svaru (24.0.5)</li>\n  <li>Nastavení šroubů: <strong>Typ, Smyková rovina v závitu</strong> a <strong>Přenos smykové síly</strong> (24.1.0)</li>\n  <li>Nastavení desek: <strong>Materiál&nbsp;</strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>V případě, že některá vlastnost z hromadného nastavení je použita jako parametr přípoje, je tato hromadně nastavená vlastnost deaktivována.&nbsp;&nbsp;</p>\n<p>Výhodou je, že tyto ovládací prvky jsou zobrazeny i bez parametrické šablony, což umožňuje rychlé změny a sjednocuje vlastnosti libovolného modelu přípoje. Tímto chováním zabráníme možnosti ovlivňovat stejné vlastnosti ze dvou míst a tím znehodnotit návrh přípoje cirkulárními referencemi.&nbsp;</p>\n<h3>Jaké jsou výhody?</h3>\n<ul>\n  <li>Nyní již není nutné ručně vytvářet parametry pro opakující se vlastnosti jako třeba material plechů, velikost a jakost šroubů, tloušťka svarů atd.&nbsp;</li>\n  <li>Jednodušší sjednocení vlastností na celém modelu.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Vydáno v </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa verze 24.1</em></a><em>.</em></p>\n<p><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n90ee25f9_5a53_0102_3304_d14a59964275\"></object>\n<h2>Vylepšení předdefinované sady</h2>\n<p>Bylo provedeno několik vylepšení <strong>parametrických šablon vytvořených pomocí průvodce</strong> pro zlepšení použitelnosti a přehlednosti.</p>\n<ul>\n  <li>Validační zprávy byly vylepšeny, nyní se zobrazují pouze funkční a relevantní upozornění, jako jsou nesprávný typ prvku, kompatibilita průřezu nebo problémy s definicí zatížení.</li>\n  <li>Texty zpráv byly také přepsány pro lepší čitelnost a technickou přesnost.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n  <li>Šablony nyní správně uchovávají <strong>data průřezu</strong> pro příložky a výztužné prvky, což zajišťuje přesné generování geometrie.</li>\n  <li><strong>Vlastní průřezy (CSS) uložené v MPRL</strong> jsou zahrnuty v šablonách a automaticky aplikovány na nové modely.</li>\n  <li>Nová <strong>metoda operace pracovní roviny, Průsečík</strong>, umožňuje použití šablon pro prvky končící v obou směrech X+ a X– v rámci Checkbotu, s nastavitelným posunem a umístěním na blízké nebo vzdálené hraně souvisejícího prvku.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Díky této nové funkci jsou šablony použitelné na obou koncích v Checkkbotu.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Parametrické šablony lze také <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">kombinovat mezi sebou nebo se standardními výrobními operacemi</a>.</p>\n<p><em>Vydáno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                                                                    "value": "<p>V IDEA StatiCa existují tři možné oblasti, ve kterých lze efektivně pracovat s parametrickým návrhem.</p>\n<h2>Parametry v IDEA StatiCa Connection</h2>\n<p>První použití parametrického návrhu je nejjednodušší. Každý prvek, jako je prut, deska, šroub nebo svar, může být definován svým tvarem, polohou a materiálem.&nbsp;</p>\n<p>Za tímto účelem budete muset povolit <strong>režim vývojáře</strong> v projektu / Předvolby / Pokročilá nastavení.&nbsp;</p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>Na kartě <strong>Parametry</strong> můžete přidat Čísla (desetinné znaménko je tečka), Text (použijte jednoduché uvozovky) a dokonce i Rovnice.&nbsp;</p>\n<p>Chcete-li tento parametr propojit s položkami definovanými Operacemi, stačí kliknout na ikonu <strong>Odkaz</strong> .&nbsp;</p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>Tlačítko <strong>Nastavit na model</strong> umožňuje přepsat počáteční hodnoty na hodnoty parametrů.</p>\n<p>Chcete-li se seznámit se všemi možnostmi parametrů, podívejte se do <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Referenční příručky</a>.</p>\n<p>Více o tomto tématu najdete také v článcích <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX funkce v parametrickém návrhu</a> a <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Nastavení parametrického návrhu pomocí záložky Vývojář.</a></p>\n<h2>Plugin pro Rhino/Grasshopper</h2>\n<p>Grasshopper3d je vizuální programovací balíček připojený k výkonnému modelovacímu CAD softwaru&nbsp;<a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Kombinace Grasshopperu s otevřeným modelem IDEA StatiCa a API vytváří extrémně výkonnou platformu pro parametrickou definici komplexní geometrie přípojů a automatizaci a optimalizaci přípojů.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>Plugin lze použít několika způsoby:</p>\n<ul>\n  <li>umožňuje vytvářet složité přípoje, a to i bez licence IDEA Connection</li>\n  <li>import konstrukce (SAF model, IOM model) a hromadný výpočet zadaných přípojů</li>\n  <li>optimalizace spojů z hlediska tvaru, materiálu atd. pomocí parametrů &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</li>\n</ul>\n<p>Pro více informací navštivte <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">pracovní postup Rhino to IDEA StatiCa</a>.</p>\n<h2>Rozhraní API pro návrh</h2>\n<p>IDEA StatiCa poskytuje několik obecných API pro různé aplikace a služby, které poskytujeme. Toto je skvělé místo, kde začít, pokud jste výpočetní designér nebo vývojář softwaru, který chce provádět automatizované konstrukční návrhy a optimalizační úlohy. Rozhraní API pro návrh jsou cílená na uživatele Pythonu i C#/.Net.&nbsp;</p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">Můžete začít zde</a> nebo navštívit <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. &nbsp;&nbsp;</p>"
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To může způsobit chyby v návrhu.</p>\n<h3>Parametrické šablony lze kombinovat s dalšími operacemi</h3>\n<p>Při použití parametrické šablony stále existuje možnost přidání nových operací, takže je možné přidat samostatnou výrobní operaci nebo operace k existující parametrické šabloně.</p>\n<p>Tímto způsobem lze snadno dosáhnout např. přidání&nbsp;více výztuh k použité šabloně.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Dalším příkladem může být přípoj, který je složen z různých přípojů – některé připojené prvky nejsou zahrnuty v použité parametrické šabloně.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>Připojení tohoto dodatečného prvku pomocí přidání standardní operace je snadné.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<p><em>Vydáno v </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa verze 25.0</em></a><em>.</em></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n98ccb97c_b834_0112_27c9_f0e1e9207cdd\"></object>\n<h2>Kombinovat více parametrických šablon v jednom modelu</h2>\n<p>Pro připojení více prvků v jednom uzlu můžete použít několik parametrických šablon. Vytvořte dílčí standardní přípoje jako parametrickou šablonu a poté je efektivně zkombinujte do kompletního přípoje.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Každá použitá šablona je nyní reprezentována jako samostatná <strong>hlavička šablony</strong> (Šablona 1, Šablona 2, atd.) ve stromu operací. Výběr šablony zobrazí její specifické parametry a ovládací prvky, což umožňuje uživatelům nezávisle upravovat vlastnosti, jako je rozložení šroubů, materiály nebo tloušťky plechů, pro každou šablonu.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Globální vlastnosti zůstávají přístupné pod <strong>Kořenem operací</strong>, což umožňuje uživateli aplikovat společné parametry materiálu na celý přípoj. Nová struktura podporuje návrhy se smíšenými šablonami, kde jednotlivé šablony si zachovávají svou parametrickou flexibilitu.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Aktualizováno v </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa verze 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h2>1 Nový projekt</h2>\n<p>Spusťte aplikaci <strong>IDEA StatiCa Connection</strong>. Vše začíná na kartě <strong>Ocel.</strong></p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Výchozí nastavení</strong> topologie kotvení ponechte dle šablony a vytvořte projekt.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Návrh</h2>\n<p>Po vytvoření přípoje z parametrické šablony musíme šablonu rozložit na jednotlivé operace, abychom mohli patku přesunout k okraji betonového bloku.</p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p><strong>Upravte </strong>operaci <strong>Patní deska</strong>, abyste dosáhli finálního tvaru excentricky zatíženého betonového bloku. <strong>Přenos smykové síly</strong> je nastaven na<strong> Tření</strong>.</p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<ul>\n  <li>Od vydání verze 24.1 je <strong>IDEA StatiCa Detail</strong> v plné verzi pro návrh kotvení ve 3D a s touto novou verzí lze smyk přenášet přes kotvy, smykové zarážky a třením.</li>\n</ul>\n<p><strong>Zadejte vnitřní síly</strong> pro dvouose zatížené kotvení. Ohybové momenty způsobují &nbsp;tlakové napětí ve spáře mezi patní deskou a betonem směrem ke středu základu. Kotvy u okraje betonu jsou tažené. Ve výchozím nastavení se předpokládá <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">potrhaný beton</a>.&nbsp;</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Posudek</h2>\n<p><strong>Přesuňte se</strong> na kartu<strong> Posudek</strong>. Posouzení podle normy prokázalo nevyhovující návrh kotev.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Podívejte se na možné způsoby porušení v tahu, smyku a vzájemné interakci dle <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">normy EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Projděte si posudek kotvení</strong>. <strong>Tím získáte informace o posudcích podle normy, které je třeba provést ručně nebo pomocí jiných metod</strong>, protože v IDEA StatiCa Connection nejsou zahrnuty. Abyste doplnili chybějící posudky, můžete využít například právě aplikaci IDEA StatiCa Detail.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Příčinou selhání <strong>Posudku Kotev </strong>je <strong>vytržení </strong>betonového kužele z prostého betonu. <strong>Toto nevyhovující posouzení lze snadno vyřešit v aplikaci IDEA StatiCa Detail, posouzením s uvažováním betonářské výztuže betonového bloku</strong>.&nbsp;</p>\n<h2>4 Export</h2>\n<p>Aplikace IDEA StatiCa Connection nyní obsahuje výkonné propojení<strong> BIM do Detailu</strong>, které umožňuje návrh a posouzení železobetonových bloků v různých tvarů.</p>\n<p>Předpoklady pro úspěšný export:</p>\n<ul>\n  <li>Model musí být<strong> předem spočítán</strong> a musí <strong>obsahovat výsledky</strong>.</li>\n</ul>\n<p>Vraťte se na kartu <strong>Posudek(1)-&gt;Posouzení železobetonu(2)-&gt;Uložit(3).</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>Export je možný pouze pro třídu Kotvení. Export umožňuje přenos:</p>\n<ul>\n  <li><strong>Betonového bloku</strong></li>\n  <li><strong>Kotev</strong></li>\n  <li><strong>Patní desky</strong></li>\n  <li><strong>Zatížení</strong></li>\n</ul>\n<p>Další informace a parametry, které se nastavují podle odpovídajících nastavení v aplikaci Connection:</p>\n<ul>\n  <li>Přenos smyku (prostřednictvím kotev, smykových zarážek nebo třením)&nbsp;</li>\n  <li>Materiály</li>\n  <li>Typ kotev: lepené/na místě zabetonované</li>\n  <li>Koncová úprava kotev: přímá/hák/podložka</li>\n  <li>Koeficient tření</li>\n</ul>\n<h2>5 Návrh</h2>\n<p>V této části můžete upravovat prvky, podpory, zatížení a kombinace a sestavy výztuže.</p>\n<h3>Podpory</h3>\n<p>Podloží má určitou tuhost, kterou je třeba zohlednit pro přesnost výpočtu. <strong>Plošná podpora</strong> umožňuje zohlednit tuhost ve všech třech směrech a ve výchozím, importovaném nastavení <strong>působí pouze v tlaku</strong>.</p>\n<p>Při definování okrajových podmínek buďte opatrní. Pokud jsou ohybové momenty tak vysoké, že dochází k překlopení betonového bloku, nelineární podpora nepřenese během analýzy tahové síly v základové spáře. Dojde k velkým posunům (rotaci bloku) a analýza se zastaví z důvodu divergence. Tahy v základové spáře je pak nutné zachytit betonářskou výztuží pokračující do podpory a podporu nastavit jako působící na tah i tlak. V našem případě k překlopení patky od daného zatížení nedochází a není třeba provádět další úpravy modelu.</p>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Zařízení pro přenos</h3>\n<p>Kotvy jsou převzaty z &nbsp;IDEA StatiCa Connection se všemi zadanými vlastnostmi.&nbsp;</p>\n<p>V aplikaci Detail lze vybrat dva typy kotev.&nbsp;</p>\n<p>Kotvy <strong>na místě zabetonované</strong>:</p>\n<ul>\n  <li>Předem zabetonované kotvy se stejnými vlastnostmi soudržnosti jako betonářská výztuž stanovené dle EC.</li>\n</ul>\n<p>Dodatečně instalované &nbsp;- <strong>chemické kotvy</strong>:</p>\n<ul>\n  <li>Dodatečně instalované (chemické kotvy) s možností <strong>zadání návrhové hodnoty mezní pevnosti v soudržnosti </strong>výztuže a betonu (pevnost vazby).</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Dbejte na správné nastavení <strong>Vzájemného propojení s kotevní deskou</strong>. V případě importu kotvení z aplikace Connection bude Přenos osových sil vypnutý. Důvodem je to, že kotvy jsou přímo zatíženy osovými silami stanovenými výpočtem v aplikaci Connection a tím je zachována integrita mezi oběma aplikacemi. Přenos smyku bude po importu zapnutý. V našem případě ale máme přenos smykových sil nastaven u patní desky na tření. Což je nadřazené a smyk kotvami přenesen nebude. Více si o tom můžete přečíst <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">zde</a>.</p>\n<p>Pokud byste v aplikaci Detail navrhli<a data-item-id=\"9fa87fa6-bc1c-4bc5-85a5-26d7275921db\" href=\"\"> kotvení od začátku</a>, obě možnosti by byly ZAPNUTO. V případě přenosu smyku pouze kotvami (ne třením nebo smykovou zarážkou) je potřeba rozhodnout, které kotvy budou smyk přenášet a dle toho nastavit propojení s kotevní deskou. Tato možnost je v souladu s EC, který předepisuje, že smyk by měl být přisouzen pouze kotvám, které jsou účinné pro posouzení porušení okraje betonu.</p>\n<h3>Vyztužení</h3>\n<p>Nastavte krytí, které bude použito jako výchozí při zadávání výztuže, na 40 mm.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Zvolte <strong>Sestava výztuže(1)--&gt;Skupina vložek 3D(2) </strong>a zadajte <strong>Průměr</strong>, <strong>Vlastnosti</strong> a <strong>Geometrie(3</strong>).</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch.</strong> Všechny ostatní možnosti zůstanou zachovány.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte <strong>Povrch </strong>a další vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Zkopírujte</strong> operaci a změňte vlastnosti podle obrázku níže.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Zatížení a kombinace</h3>\n<p>Zatížení je importováno z aplikace IDEA StatiCa Connection tak, aby byla zachována integrita mezi oběma aplikacemi. Všechny důsledky importu jsou podrobně uvedeny v článku&nbsp;<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export kotvení z Connection do Detailu</a>.&nbsp;</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Kontrola</h2>\n<p><strong>Před spuštěním výpočtu</strong> doporučujeme <strong>změnit násobek výchozí velikosti sítě</strong> na 2 nebo 3, aby se urychlil výpočet. Tento krok není povinný, ale může zkrátit výpočetní čas a pomoci odhalit případné problémy s divergencí. <strong>Pokud vše funguje hladce a nevyskytnou se žádné problémy, můžete přepnout zpět na součinitel sítě jedna</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h3>Výsledky</h3>\n<h4>Ekvivalentní hlavní napětí</h4>\n<p><strong>Ekvivalentní hlavní napětí (EPS)</strong> v betonu se určuje na základě objemového chování betonového bloku. Jsou identifikovány a zvýrazněny oblasti, které jsou vystaveny největšímu namáhání. Aby bylo možné získat představu o trojosé napjatosti na rozdíl od jednoosého tlaku, vypočítá se ekvivalentní napětí pomocí součinitele kappa. Další informace o ekvivalentním hlavním napětí jsou k nalezení v tomto článku <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#ultimate-limit-state-checks\">teoretických základů.</a></p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h4>Napětí ve výztuži</h4>\n<p><strong>Při kontrole výztuže</strong> je vidět, že kotva v blízkosti rohu je nejvíce využita.&nbsp;</p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>Při vykreslení Využití výztuže je názorně vidět, která výztuž armokoše se podílí na přenosu zatížení kotvení a brání vytržení betonového kožele.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h4>Kotvení</h4>\n<p>Zkontrolujte výsledky <strong>Kotvení</strong> pomoci <strong>Celkové síly ve vložkách Ftot</strong>. Síly v kotvách se mohou mírně lišit v důsledku rozdílného přístupu k výpočtu betonového bloku. Rozdíly však dosahují zanedbatelných hodnot.&nbsp;</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h4>Deformace</h4>\n<p>Přesuňte se na <strong>Pomocné</strong> a zapněte <strong>Deformace</strong>.</p>\n<p>Pro MSÚ není nutné provádět kontrolu deformace, ale doporučuje se zkontrolovat deformaci po analýze, abyste se ujistili, že nedochází k velké deformaci modelu, velké rotaci nebo poškození konečných prvků. Deformace poskytne přehled o výsledcích analýzy a pomůže identifikovat případné problémy, které mohly vzniknout během analýzy.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Protokol</h2>\n<p>Nakonec přejděte k <strong>náhledu/tisku protokolu</strong>. Aplikace IDEA StatiCa nabízí plně přizpůsobitelný report, který lze vytisknout nebo uložit v editovatelném formátu.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Posoudili jste celý návrh kotvení pomocí norem EN 1993-1-8 a EN 1992-4. 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                            "value": "<h3>Modelování</h3>\n<p>Do nového 3D prostředí v IDEA StatiCa Detail bylo přidáno mnoho zcela nových nástrojů a položek modelu. V následující části si společně projdeme všechny možnosti dostupné ve verzi 24.1.</p>\n<h3>Položky modelu</h3>\n<p>Kategorie <strong>Položka modelu</strong> v aplikaci Detail obsahuje následující položky:</p>\n<ul>\n  <li>Prvky</li>\n  <li>Podpory</li>\n  <li>Zařízení pro přenos</li>\n</ul>\n<p>Ve verzi 24.1 může být zadán pouze <strong>jeden 3D prvek</strong>, který může být definován jako kvádr nebo obecný hranol. Kvádr je definován třemi rozměry. Obecný hranol je pak možné nadefinovat pomocí zadání obecného tvaru podstavy Polygonem, a to tabulkově pomocí souřadnic. Zadáním výšky bloku se pak vytvoří požadovaný prostorový tvar. Pro definování obecného tvaru mnohoúhelníku lze v tabulce vyplnit jednotlivé souřadnice, nebo použít kopírování a vložení z tabulkového procesoru (například Microsoft Excel).</p>\n<figure data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b0a47fc-ff72-42bc-a92e-0e71786a0412/3D%20Detail%20in%2024.1_5.png\" data-asset-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" data-image-id=\"f5a96a3e-0153-4aa0-985b-1d08626f81b3\" alt=\"\"></figure>\n<p>K podepření modelu se používá <strong>povrchová podpora</strong>. Tento typ podpory lze zadat dvěma způsoby - dvěma typy geometrie:</p>\n<ul>\n  <li>Celý povrch</li>\n  <li>Křivka</li>\n</ul>\n<p>V obou případech je třeba vybrat referenční povrch a samozřejmě definovat stupně volnosti. Podpora může být definována jako pružná a typ pouze v tlaku lze použít pro směr kolmý na určenou plochu. Na následujícím obrázku vidíme podporu na celé ploše číslo 4 a vypnutou možnost \"Pružná podpora přenášející pouze tlak\".</p>\n<figure data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fe6a0e9-574a-4ec2-a1cd-4cb423d9817b/3D%20Detail%20in%2024.1_6.png\" data-asset-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" data-image-id=\"f297dae0-f64f-4cd8-9744-1f4ccc55e08e\" alt=\"\"></figure>\n<p>Pro druhou možnost zadání pomocí křivky je k dispozici stejná tabulka jako při zadání polygonů u Prvků. Opět můžete použít funkci kopírování a vkládání nebo zadat souřadnice ručně. Zadaný tvar lze posouvat podél referenčního povrchu pomocí souřadnic X a Y nebo otáčet zadáním úhlu.</p>\n<figure data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08b22614-9fec-47d6-9478-af3d4e4b3097/3D%20Detail%20in%2024.1_7.png\" data-asset-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" data-image-id=\"b3ce1541-7d55-4253-8321-7e4d049be425\" alt=\"\"></figure>\n<p>Všimněte si, že je možné zadat křivku tak, aby počátek souřadnic byl v těžišti požadovaného tvaru. Souřadnice X a Y pro zadání polohy podpory se pak budou vztahovat k tomuto těžišti.</p>"
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                            "value": "<h4>Zatížení</h4>\n<p>Zatěžovací stavy lze definovat stejným způsobem jako u 2D železobetonových prvků. To znamená, že každému zatěžovacímu stavu lze přiřadit buď typ zatížení Stálé nebo Proměnné. Stálé zatěžovací stavy se aplikují na model jako první, po úspěšném výpočtu se aplikují Proměnné zatěžovací stavy.</p>\n<p><strong>Typy zatěžovacích impulsů</strong></p>\n<p>Do každého zatěžovacího stavu lze přidat celkem 4 typy zatěžovacích impulsů.</p>\n<figure data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a74896fa-8195-4964-af34-54c00dc063e1/3D%20Detail%20in%2024.1_12.png\" data-asset-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" data-image-id=\"ca78fcb3-3528-4ad1-a6b6-17ede27c812a\" alt=\"\"></figure>\n<p>Definice <strong>Plošných zatížení</strong> je identická s definicí Plošné podpory. To znamená, že je možné ji specifikovat dvěma způsoby - Celý povrch a Křivka. Zadává se intenzita zatížení ve třech obecných směrech.</p>\n<figure data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c74d25ca-9769-43ab-ada4-689cc6d37c8d/3D%20Detail%20in%2024.1_13.png\" data-asset-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" data-image-id=\"07b6e0b2-0d71-4e06-bdf2-8cff67f37999\" alt=\"\"></figure>\n<p><strong>Skupina sil</strong> je zatěžovací entita, která umožňuje specifikovat síly ve třech směrech kdekoli na modelu pomocí tabulky. Může být vztažena k patní desce nebo k povrchu betonového bloku. Pro tabulkový vstup je možné použít funkci kopírování/vkládání z tabulkového programu.</p>\n<figure data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ce5368-7855-4780-9b4e-81644c7f0efd/3D%20Detail%20in%2024.1_15.png\" data-asset-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" data-image-id=\"0634e6d0-942f-473a-86b7-31625d3968b5\" alt=\"\"></figure>\n<p><strong>Vlastní tíha</strong> by měla být zahrnuta v každém modelu. Například betonové základy zatížené ohybovým momentem se nebudou tak snadno převracet.</p>\n<p><strong>Bodová zatížení</strong> lze zadat přímo na patní desku se šesti vnitřními silami Fx, Fy, Fz, Mx, My a Mz v obecné poloze.&nbsp;</p>\n<figure data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51aa0fb3-02d6-43a9-af83-0bead2bfc5bd/3D%20Detail%20in%2024.1_14.png\" data-asset-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" data-image-id=\"679a6f05-8131-4366-acc5-17c5110efb3a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6de9dc19_866a_018d_71ee_d4cd1b08adca\"></object>\n<p>Aplikace této sady sil přímo na deformovatelnou patní desku o reálné tloušťce může vést k nerealistické redistribuci napětí napříč deskou, kotvami a betonem. Při zadávání bodových sil je proto vhodnější použít druhou možnost - sloup.</p>\n<p><strong>Sloup</strong></p>\n<p>Sloup představuje krátkou část ocelového prvku připojenou k patní desce. Je modelován ze<strong> skořepinových prvků </strong>při použití standardní databáze průřezů.</p>\n<figure data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c713daf-8284-43c3-9f27-7fa9bf3cf6aa/stub%20section.png\" data-asset-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" data-image-id=\"fb8dbcc2-7b7a-4c4e-b46a-c74c0061a7d7\" alt=\"\"></figure>\n<p><strong>6-složková sada vnitřních sil</strong> (síly a momenty) je aplikována v <strong>jediném bodě</strong> na konci sloupu - tj. ve styčníku.</p>\n<figure data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dac00a1-cae1-4b8a-ba9f-f69efe1685f4/stub%201.png\" data-asset-id=\"3d166953-0a20-4047-a06a-973575dc6226\" data-image-id=\"3d166953-0a20-4047-a06a-973575dc6226\" alt=\"\"></figure>\n<p>Vazby <strong>přenášejí síly</strong> na <strong>horní plochu sloupu</strong>, odkud jsou přirozeně <strong>redistribuovány přes sloup</strong> do patní desky, kotev a betonu.</p>\n<figure data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b21d544-b060-4bb4-9a1f-cb7b33bc4b4b/stub%20forces.png\" data-asset-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" data-image-id=\"025424a0-cf9c-4e90-90c9-2497919def0c\" alt=\"\"></figure>\n<p>Tento přístup zachovává skutečnou tuhost mezi sloupem a deskou a eliminuje potřebu jakékoli ruční redistribuce nebo dodatečných předpokladů.</p>\n<p><em>Sloup je dostupný od verze 25.1.</em></p>\n<h4>Kombinace</h4>\n<p>Protože analýza v IDEA StatiCa Detail je nelineární, používají se takzvané nelineární kombinace. To znamená, že jednotlivé zatěžovací stavy se nepočítají a výsledky se pak nesčítají. Naopak, zatěžovací stavy stejného typu zatížení se sčítají před výpočtem, samozřejmě s příslušnými součiniteli definovanými v kombinacích, a teprve pak se analyzují účinky jednotlivých kombinací. Proto je existence alespoň jedné kombinace předpokladem pro spuštění výpočtu.</p>\n<p>Zatím lze definovat pouze kombinace pro ULS.</p>\n<figure data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d078ad21-98af-4d98-880f-39cae23b551e/3D%20Detail%20in%2024.1_16.png\" data-asset-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" data-image-id=\"c07d4586-8f5e-4db3-99cc-ee77857457d0\" alt=\"\"></figure>"
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                            "value": "<h3>Výztuž</h3>\n<p>Model může být vyztužen pomocí <strong>Skupiny vložek 3D</strong>. Tento typ výztuže obsahuje mnoho možností, které si projdeme v následujícím textu. Lze specifikovat 4 typy definic tvaru tyče:</p>\n<ul>\n  <li>Dvěma body</li>\n  <li>Na hraně povrchu</li>\n  <li>Na hraně povrchu na více hranách</li>\n  <li>Na polylinii</li>\n</ul>\n<p>U každého z těchto typů zadání lze specifikovat průměr a materiál včetně způsobu kotvení na začátku a na konci výztuže.</p>\n<p>Definice tvaru výztuže <strong>Dvěma</strong> <strong>body</strong> je zřejmá. Je třeba zadat dvě sady kartézských souřadnic X, Y, Z.</p>\n<figure data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/44d21a6b-2337-42f2-9269-6d462978d252/3D%20Detail%20in%2024.1_17.png\" data-asset-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" data-image-id=\"26d27e9e-3c46-4c64-888a-d322bd078148\" alt=\"\"></figure>\n<p>Definice <strong>Na hraně povrchu</strong> nabízí mnoho ovládacích prvků pro umístění výztuže do požadované pozice. Výztuž můžete zadávat ve více vrstvách s více pruty v jedné vrstvě, se zadanými vzdálenostmi mezi pruty v rámci vrstvy a mezi jednotlivými vrstvami. Samozřejmě je také nutné specifikovat referenční povrch a hranu. Dále je třeba zadat tloušťku \"Krytí povrchu\", vzhledem k referenčnímu povrchu (od povrchu [1] na obrázku níže). A dále Krytí hrany, které definuje vzdálenost vložek od bočních povrchů (od povrchů [4], [5] a [2] na obrázku níže). Krytí lze zadat jako \"Z Nastavení\" nebo \"Uživatelská hodnota\". Výchozí hodnota krytí (Z Nastavení) pro aktivní položku projektu se nachází v první položce stromu (ve výchozím nastavení nazývané DRM1), což bylo definováno na začátku tohoto článku. Krytí hrany lze nastavit jako jedinečnou hodnotu pro každou skupinu vložek.</p>\n<figure data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3049c8df-96cb-45b4-a358-563dff3b7a57/3D%20Detail%20in%2024.1_18.png\" data-asset-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" data-image-id=\"27728865-247a-4853-aad3-6ea5b9339f89\" alt=\"\"></figure>\n<p>A konečně, pro tento typ zadání lze upravit pozici na hraně. Například, jak je znázorněno na obrázku níže, je možné určit výztuž tak, aby se uživatelem definované krytí hrany aplikovalo pouze na spodní plochu [5]. Boční povrchy jsou ovládány prodloužením začátku a konce.</p>\n<figure data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db466f5c-ac90-4f3c-b03d-973d71a6c08a/3D%20Detail%20in%2024.1_19.png\" data-asset-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" data-image-id=\"ce254094-8199-4034-9f04-4f701dc94a04\" alt=\"\"></figure>\n<p>Dalším typem definice je <strong>Na povrchu na více hranách</strong>. Zde je možné zadat seznam hran nebo ploch, na které bude výztuž umístěna, spolu s výčtem tlouštěk krycích vrstev pro každou plochu, jak je znázorněno na následujícím obrázku.</p>\n<figure data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5663b6e-2ff9-4747-b43b-5890e78d8457/3D%20Detail%20in%2024.1_20.png\" data-asset-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" data-image-id=\"b0b0fd86-69ac-4d1b-b51f-7b4fbf6a6e43\" alt=\"\"></figure>\n<p>Krytí lze také specifikovat pomocí možnosti \"Z Nastavení\", stejně jako u předchozí. Opět je možné odsadit výztuž od referenčního povrchu pomocí \"Krytí povrchu\" a zadat počet a vzdálenost vrstev. Je také možné prodloužit nebo zkrátit konce od prvního a posledního okraje.</p>\n<figure data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/460353ff-98b8-4f6b-b634-d568076e73b6/3D%20Detail%20in%2024.1_21.png\" data-asset-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" data-image-id=\"3e6c449a-e84c-4baa-a169-d466bc8c44b1\" alt=\"\"></figure>\n<p>Poslední způsob definování výztuže je <strong>Na polylinii</strong>. Stejně jako u výše zmíněných entit modelu lze výztuž zadat pomocí seznamu souřadnic zkopírovaných z tabulkového procesoru. V tomto případě je pro lepší orientaci navíc k dispozici 3D scéna se zobrazenou výztuží, která umožňuje pootáčení kolem dvou os.</p>\n<figure data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff3a99a5-1dff-4519-9ab7-13c4571673f2/3D%20Detail%20in%2024.1_22.png\" data-asset-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" data-image-id=\"75db2b9a-a681-4df5-a62e-23bd90852656\" alt=\"\"></figure>"
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                            "value": "<h3>Výsledky</h3>\n<p>Zobrazení výsledků je velmi podobné jako u 2D Detailu. Existují však některé zásadní rozdíly, zejména pokud jde o výsledky v betonu. V následující části si projdeme všechny dostupné výsledky a zaměříme se na zmíněné rozdíly. Na záložce Posouzení můžete zobrazit celkem 4 typy výsledků:</p>\n<ul>\n  <li>Souhrn</li>\n  <li>Pevnost</li>\n  <li>Kotvení</li>\n  <li>Pomocný</li>\n</ul>\n<p>Tok napětí v <strong>Souhrnu</strong> vám ukáže vektory hlavních napětí v tlaku v betonu a využití výztuže, aby vám poskytl základní přehled.</p>\n<figure data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/de183739-e602-4d2d-9a44-250b17fae9d1/3D%20Detail%20in%2024.1_25.png\" data-asset-id=\"078d4867-1290-49bd-916d-83416450f036\" data-image-id=\"078d4867-1290-49bd-916d-83416450f036\" alt=\"\"></figure>\n<p>V posouzení <strong>Pevnosti </strong>lze zobrazit intenzity napětí a přetvoření pro výztuž a beton. Na horním pásu karet můžete určit, co se zobrazí. Je také možné zobrazit poměry <em>σ</em><em><sub>c,eq</sub></em><em>/σ</em><em><sub>lim</sub></em> a <em>ε/ε</em><em><sub>lim</sub></em><sub> </sub>, stejně jako plastické přetvoření, úroveň tříosé napjatosti <em>σ</em><em><sub>c3</sub></em><em>/σ</em><em><sub>lim</sub></em> a směr hlavních napětí v betonu. Všechny výsledky v části Pevnost se vztahují k meznímu stavu únosnosti.</p>\n<figure data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7d0e2c6-d03c-4716-88fc-74df1141a075/3D%20Detail%20in%2024.1_26.png\" data-asset-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" data-image-id=\"9a0e68aa-1dcc-42ae-ad12-ec61d7bc4903\" alt=\"\"></figure>\n<p>Materiály lze přepínat ve vlastnostech.&nbsp;</p>\n<figure data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/414b4dc0-2f7d-4cc7-97ec-81ad3beabf6b/3D%20Detail%20in%2024.1_27.png\" data-asset-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" data-image-id=\"c60da722-0608-4550-bc89-d1c871c1236d\" alt=\"\"></figure>\n<p>Můžete si všimnout, že těsně pod tlačenou patní deskou je beton namáhán trojosým tlakem (hydrostatický tlak) a ekvivalentní hlavní napětí <em>σ</em><em><sub>c,eq</sub></em> je zde nulové. Přečtěte si prosím <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Teoretické základy</a>, kde je definováno napětí <em>σ</em><em><sub>c,eq</sub></em>. Nebo si můžete projít tento ověřovací článek, kde je tento jev vysvětlen a ověřen pomocí známého tri-axiálního testu.</p>\n<ul>\n  <li><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tříosé napětí – aktivní efekt omezení</strong></a></li>\n</ul>\n<p>Posudek <strong>Kotvení </strong>poskytuje informace o napětí ve spoji a celkové síle působící na výztuž a kotvy.</p>\n<figure data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d55d6e1a-a2fd-4d0b-952b-45f2d843dd87/3D%20Detail%20in%2024.1_31.png\" data-asset-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" data-image-id=\"662a7de2-c2ad-409a-ac1c-77b43ab4249a\" alt=\"\"></figure>\n<p>V neposlední řadě si můžete v aplikaci prohlédnout <strong>Pomocné </strong>výsledky - hodnoty deformace, stupně vyztužení a tenzorové hodnoty betonu. První položka <strong>Deformace</strong> zobrazuje převýšené deformace nelineárního modelu MSÚ.</p>\n<figure data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dfe1125a-b913-44a9-a3c8-b9f9cf07771f/3D%20Detail%20in%2024.1_32.png\" data-asset-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" data-image-id=\"62cfba5e-30c5-4a85-b7b8-eec07270adff\" alt=\"\"></figure>\n<p><strong>Stupeň vyztužení</strong> zobrazuje hodnoty použité pro výpočet efektu Tahového ztužení (tension stiffening).</p>\n<figure data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d4c684-9763-4ef8-be1f-4640190d2f42/3D%20Detail%20in%2024.1_33.png\" data-asset-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" data-image-id=\"76f86fb7-a860-4ae8-ac6f-0de2f2ccebd3\" alt=\"\"></figure>\n<p>Tenzorové hodnoty v betonu umožňují zobrazit intenzity hlavních napětí v betonu a jejich směr.&nbsp;</p>\n<figure data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36dd29bb-58c1-4757-a5de-af9855d4b89d/3D%20Detail%20in%2024.1_34.png\" data-asset-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" data-image-id=\"220e43f2-2bc0-4244-8630-a44c2842efe3\" alt=\"\"></figure>\n<p>Lze také použít rovinné řezy betonovým blokem pro zobrazení výsledků.</p>\n<figure data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6e196536-83ed-4dc9-a1f8-1d8c4e1d2bb4/3D%20Detail%20in%2024.1_35.png\" data-asset-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" data-image-id=\"1db7a078-6257-437d-8cbd-cdd49840eedb\" alt=\"\"></figure>"
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                                    "value": "<p>Dalo by se říct: \"Prostě navrhněte to, co nám norma výslovně dovoluje.\" Ale takhle to prostě nefunguje, často musíme navrhovat kotvení ve stísněných podmínkách nebo atypy vyplývající z architektonických a jiných požadavků. A tak <strong>kotvení</strong>, která jsou \"na hraně\" (obrazně) vidíme všude kolem nás. Některá kotvení jsou přesně vypočítána a ověřena pokročilejšími metodami (i když to může trvat příliš dlouho). Mnoho případů však pravděpodobně nebylo posouzeno tak důkladně, jak by si zasloužilo. </p>\n<p>IDEA StatiCa již nějakou dobu mění a posouvá vpřed návrh ocelových přípojů, ocelových a betonových prvků a betonových detailů. Nejde jen o zjednodušení zavedených postupů, ale především o inovativní metody, které nám umožňují navrhovat dříve nemyslitelné. Náš nejnovější počin<a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">, vydání<strong> </strong>IDEA StatiCa Detail pro 3D</a>, opět rozšiřuje možnosti navrhování o kousek dál.</p>\n<p>Možná navrhujete kotvení často a chcete návrh zrychlit nebo se spoléháte na zkušenost, ale rádi byste si váš návrh ověřili. V obou případech je tenhle článek určený pro vás.</p>\n<h2>Nové možnosti</h2>\n<p>Pokud se zabýváte kotvením konstrukcí, pravděpodobně vás napadne několik případů, které vám daly zabrat. Zde je několik příkladů, které jsme nedávno identifikovali jako velmi obtížně dosažitelné pomocí standardních postupů. S pomocí našich nástrojů <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> a IDEA StatiCa Detail je však možné je navrhovat v relativně rozumném čase.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Obrázek 1: Vícenásobné kotvení do jednoho betonového bloku</em></p>\n<ul>\n  <li><strong>Kotvení blízko okraje</strong> – Kotvení blízko okraje je téměř nemožné navrhnout bez vyztužení z důvodu selhání betonu (vytržení nebo vylomení kužele a další). Posouzení kotvení do železobetonu je samo o sobě pracné – více podrobností naleznete v tomto článku: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>S návrhem kotvení se již nemusíte trápit</em></a>. Detail (a jeho 3D model) je určen právě pro takové případy, kdy je třeba zohlednit výztuž. Přidáním výztuže můžeme zabránit mechanismům porušení, které by se jinak u prostého betonu vyskytly.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Obrázek 2: Příklady kotvení v blízkosti hrany v aplikaci Connection (včetně ocelových prvků) a Detail (včetně výztuže)</em></p>\n<ul>\n  <li><strong>Více kotevních prvků blízko sebe</strong> – Problém, který máme s několika kotevními prvky blízko u sebe, spočívá v tom, že výtrhové kužely se vzájemně ovlivňují. Žádný návod, jak toto posuzovat neexistuje. V běžně používané literatuře, ať už EN nebo fib guide, najdeme víceméně jen určité podmínky a omezení. Jednoduše nám radí používat dostatečnou vzájemnou vzdálenost, která nám umožňují individuálně posoudit kužely. Ale jakmile se do těchto podmínek nevejdeme, je postup nepoužitelný. Tento případ je také možné řešit aplikací <strong>Detail</strong>.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Obrázek 3: Vícenásobné kotvení do jedné stěny</em></p>\n<ul>\n  <li><strong>Vícenásobné kotvení obecně (například podpora technologického mostu na společném základu)</strong> – Typická situace způsobená zatížením větrem, kdy je jeden sloup příhradové podpěry zatížen tahem a druhý tlakem. Dochází ke vzájemné interakci mezi betonovým kuželem ze skupiny tahových kotev a tlakovým zatížením z druhého sloupu. Pro takový případ Eurokód nenabízí uspokojivé analytické řešení, a to nejen proto, že je ze své podstaty nutné vyztužit betonové základy, takže je nutné použít pokročilejší analýzu, jako je Detail a jeho 3D CSFM.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Obrázek 4: Kotvení potrubního mostu, návrh </em><a href=\"http://www.fevia.cz/\">společnosti FEVIA s.r.o</a></p>\n<ul>\n  <li><strong>Zohlednění stávající výztuže při rekonstrukcích</strong> – Jakékoli rekonstrukce nebo rozšíření mohou být dalším zajímavým příkladem použití kotvení v Detailu, protože v ideálním případě je zahrnuta stávající výztuž.&nbsp;</li>\n</ul>\n<h2>Problémy, které vznikají</h2>\n<p>Shrňme si to:</p>\n<p>Eurokód specifikuje mechanismy porušení pro tah i smyk, pro kotvy a beton:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Obrázek 5: Schéma způsobů&nbsp;porušení –&nbsp;</em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Příručka pro návrh spojů ocel-beton II</em></a></p>\n<p>Norma EN 1992-4 je speciálně určena pro podrobné posouzení <strong>prostého betonu</strong>. Většině těchto porušení betonu lze předejít přidáním výztuže, která je v některých případech dokonce nutná (viz příklady výše). Norma nám však již nedává jasný návod, jak se s tím vypořádat.&nbsp;</p>\n<p>Další problém nastává při vzájemné interakci betonových kuželů – Eurokód a další literatura (<em>fib bulletin 58</em>) uvádějí pouze podmínky, kdy a jak lze tyto kužely posuzovat samostatně.&nbsp;</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Obrázek 6: CEB-FIB: Bulletin 58 – Navrhování kotvení do betonu (2011), kap. 1.2</em></p>\n<p>Víme, jaké problémy se mohou při návrhu vyskytnout, ale co s tím? Navrhnout kotvení pohledem z okna...&nbsp;</p>\n<p>... nebo najít jiné řešení?&nbsp;</p>\n<h2>Řešení&nbsp;</h2>\n<p>Detail dokáže výše uvedené případy vyřešit velmi efektivně. Umožňuje posoudit<strong> vliv výztuže</strong> na únosnost a také umožňuje posoudit<strong> případy, na které se norma nevztahuje</strong>. V kombinaci s aplikací Connection je pak možné získat komplexní standardní posudky pro všechny typy porušení. &nbsp;</p>\n<p>O obou aplikacích již bylo napsáno mnoho, ale určitě neuškodí přidat krátké srovnání a pár zdrojů pro hlubší pochopení těchto metod:&nbsp;</p>\n<ul>\n  <li><strong>IDEA StatiCa Connection</strong> – zaměřeno na posouzení ocelových přípojů, včetně kotvení do betonu. Kotvy jsou posuzovány <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">podle empirických vzorců</a> v souladu s normou. Betonový blok je modelován <em>Winklerovým podložím</em>, takže možné posouzení je <strong>pouze pro prostý beton.</strong></li>\n  <li><strong>IDEA StatiCa Detail</strong> – Model v Detailu je konečně prvkový, a to včetně výztuže. Vzhledem k základnímu předpokladu, že veškeré napětí je přenášeno výztuží (v betonu je tah zanedbáván), je řešení vhodné pouze pro <strong>železobeton</strong>. Pomocí <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> získáme napětí betonu a výztuže/kotev, která jsou vyhodnocena mezními hodnotami z Eurokódu. Kromě toho získáme reálnou představu o chování konstrukce, jako jsou toky napětí a deformace. Metoda 3D CSFM zahrnuje účinky trojosé napjatosti. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Obrázek 4: Porovnání mezi aplikacemi Connection a Detail (vstup a modely)</em></p>\n<p>Jak již bylo řečeno, pro úplné posouzení je zapotřebí kombinace obojího. Pro efektivní práci je umožněn <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">import z Connectionu do Detailu</a>, včetně dalších parametrů a zatížení.&nbsp;</p>\n<p>Abyste pochopili metodu, můžete si přečíst <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>teoretické základy</em>.</a> Chcete-li se seznámit s funkcemi, více se dozvíte v našich <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>novinkách k verzi</em></a>.&nbsp;</p>\n<h2>Co budete dělat?</h2>\n<p>3D Detail (s CSFM) představuje významný krok vpřed, který umožňuje s jistotou navrhovat složitější případy kotvení. Bezpochyby je to nová technologie, ale stejně jako v případě Connection nám umožňuje dosáhnout více než kdykoli předtím – tak proč nevyužít její potenciál?&nbsp;&nbsp;</p>\n<p>V IDEA StatiCa vnímáme kotvení jako pouhý začátek. 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                                    "value": "<p>Ať už se jedná o omezený prostor pro <a data-item-id=\"59463c40-8535-5ff4-bbae-00bd91ef7bfa\" href=\"\">kotvení</a>, netradiční konstrukční uspořádání, kotvení v blízkosti okraje, potřebu kotvit do nepravidelných tvarů betonové konstrukce nebo požadavek staveniště na provedení předem zabetonovaných desek, tyto speciální případy vyžadují větší pozornost než typická řešení.</p>\n<h3>Jak vlastně stavební inženýři tyto situace řeší?</h3>\n<p>Pokud navrhujete dle normy, čekají vás ruční výpočty, které však nelze aplikovat na atypické případy, a tak do hry vstupuje odhad a inženýrský úsudek.&nbsp; Návrhy vedou často ke zbytečně předimenzovaným patkám a deskám, a to kvůli:</p>\n<ul>\n  <li>vylomení okraje betonu</li>\n  <li>vytržení betonového kužele</li>\n  <li>kombinaci poruch</li>\n</ul>\n<figure data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f2b12c1-2437-49b8-b96b-16bfb6c0687c/Failure%20modes%20of%20headed%20and%20post-installed%20fasteners%20under%20shear%20or%20tension%20load.png\" data-asset-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" data-image-id=\"727ab6d9-b3a2-4a58-9ef3-168a6cdaf382\" alt=\"\"></figure>\n<p>Vezměme si například kotvení v blízkosti okraje. Bez výztuže je téměř nemožné splnit normové předpoklady, kvůli vylomení nebo vytržení kužele betonu. Když jsou navíc kotvy blízko sebe, najednou se potýkáte s interakcí kuželů - něčím, co většina předpisů ani neřeší. Co ale dělat, když vaše dispozice prostě neumožňuje dodržet doporučenou geometrii?</p>\n<p><a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">Je třeba zvážit</a> dodatečné <a data-item-id=\"f8f296ba-28df-48f3-a1de-0c528bfeba11\" href=\"\">vyztužení</a>. <em>Eurokód 1992-4 - Navrhování betonových konstrukcí - Část 4: Navrhování spojovacích prostředků pro použití v betonu </em>doporučuje stanovit vhodný model vzpěr a táhel.</p>\n<figure data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56b7651a-af9f-403b-a261-570a8b5b7cbc/1992-4%207.2%20Fastening.png\" data-asset-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" data-image-id=\"a432e762-6ae1-40b0-9c18-1b74e1414281\" alt=\"\"></figure>\n<figure data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02c940c4-4beb-4747-bd51-034436d0a8aa/1992-4%207.10%20Fastening.png\" data-asset-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" data-image-id=\"e928e42a-7207-4ea5-8549-a1d737bf85b4\" alt=\"\"></figure>\n<p>Co když ale atypický tvar betonového bloku hází klacky pod nohy?</p>\n<h3>Řešení problémů s kotvením nestandardních geometrií betonových bloků</h3>\n<p>Zejména při řešení nepravidelných geometrií nebo jedinečných dispozic, které se vymykají standardním učebnicovým případům, je tento proces nejen časově náročný, ale také ponechává příliš mnoho prostoru pro nejistotu.</p>\n<p>V <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">nejnovější verzi aplikace IDEA StatiCa</a> jsme přidali nové funkce, které vám pomohou navrhovat a posuzovat jakýkoliv tvar kotvení v&nbsp;souladu s&nbsp;normou.</p>\n<p>Nyní můžete <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">navrhovat a posuzovat téměř jakýkoli tvar betonového bloku</a> pro kotvení. Ať už se jedná o vícestupňovou patku, neobdélníkové kotevní bloky, rozšíření základových pasů nebo atypické architektonické tvary.</p>\n<figure data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba34d6e-04e8-4ee6-a3c8-824645dc772e/Atypical%20shapes.png\" data-asset-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" data-image-id=\"9c29151c-766c-430d-86e1-e00a3c71ad64\" alt=\"\"></figure>\n<h3>Návrh předem zabetonovaných desek s ohledem na výztuž</h3>\n<p>Ve stavebnictví se běžně setkáváme s nosnými konstrukcemi, které obsahují ocelové i betonové prvky. Betonové prvky často hrají klíčovou roli při zajišťování příčné stability ocelové konstrukce. Prvky jsou obvykle propojeny pomocí&nbsp;<a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">předem zabetonovaných desek</a>. Tyto desky nabízejí spolehlivé ukotvení a k tomu je lze vyrobit tak, aby se minimalizovalo vrtání na staveništi. Desky jsou zalícované s betonovým povrchem, což umožňuje čisté a rovné spoje. Jsou také zvláště oblíbené v aplikacích, jako jsou podpůrné systémy fasád, přípoje ocelových rámů v hybridních betonovo-ocelových budovách, podpěry vodicích kolejnic výtahů, kotvení mechanických zařízení, ložiska mostů a spoje prefabrikovaných betonových panelů.</p>\n<p>Ale i když je jejich použití široké, jejich návrh může být výrazně složitější. Osovým silám odolává výztuž v betonu, která je přivařena k ocelové desce a přenáší zatížení prostřednictvím vazby s betonem. Smykovým silám odolávají smykové trny, kotvy nebo smyková oka.</p>\n<p>Návrhová odolnost vložených prvků je velmi závislá na poloze betonářské výztuže, zejména pokud je vložená deska umístěna blízko okraje (nosné fasádní systémy).</p>\n<figure data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/766999ec-9cde-4c42-85ba-863e5bfb25d0/Cast-in%20plate%20-%20position%20of%20reinforcement.png\" data-asset-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" data-image-id=\"f7006918-db7e-45e1-a67e-a6cb53c0ffc4\" alt=\"\"></figure>\n<p>Detail (pomocí CSFM 3D) automaticky zohledňuje výztuž v blízkosti zabetonované desky, což může výrazně zvýšit únosnost. 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                                    "value": "<h2>Hlavní body verze 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e666ebd_0641_01ec_b9ad_031c64e9697b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Navrhujte kotvení do betonu podle vašich potřeb</h2>\n<p>Pokud pravidelně navrhujete kotvení do železobetonu, okamžitě si všimnete nárůstu výkonu. Díky vylepšenému řešiči ve verzi 25.0 lze nyní modely kotvení spočítat za pouhé tři minuty, i když ty stejné dříve trvaly 15 minut. Již nechybí ani předem zabetonované patní desky.</p>\n<p>A nejde jen o rychlost. Nyní máte k dispozici čistší a všestrannější modelovací nástroje. <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Chcete definovat patní desky s výztuží ve tvaru U, L nebo I</a>? Můžete to udělat během několika sekund a výztuž se přizpůsobí podle očekávání. <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Potřebujete vlastní tvar základu nebo víceúrovňovou patku</a>? Použijte booleovské operace k vytvoření přesně toho, co splňuje vaše požadavky.</p>\n<figure data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/736aa3ef-d821-4660-a3cf-5be8e2fd94ac/Boolein_05.png\" data-asset-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" data-image-id=\"2ce29a5c-52c7-4857-8014-7fefe1afe6b6\" alt=\"\"></figure>\n<h2>Zkraťte dobu nastavení pomocí parametrických šablon</h2>\n<p>Ruční vytváření přípojů ocelových&nbsp;konstrukcí od základu nebo procházení starých Excel tabulek vás může zpomalovat. Proto verze 25.0 přináší chytřejší způsob navrhování, s více než 200 připravenými parametrickými šablonami, které můžete vložit do svého projektu pomocí nového <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection wizardu</a>.</p>\n<figure data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.png\" data-asset-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" data-image-id=\"b02ee5e6-71dd-4e7c-9d79-8e6e1e0c17b1\" alt=\"\"></figure>\n<p>Vyberte přípoj, upravte vstupy a sledujte, jak se 3D náhled přizpůsobuje v reálném čase. Každá šablona je ověřena a řídí se bezpečnými pravidly. Pokud parametr neodpovídá omezením, dostanete varování. Pokud s IDEA StatiCa teprve začínáte, tyto šablony jsou nejrychlejším způsobem, jak vytvořit spolehlivé návrhy ověřené podle norem.</p>\n<p>Potřebujete větší kontrolu? Můžete libovolnou šablonu \"rozložit\"&nbsp;na upravitelné operace, což vám dává plnou kontrolu nad geometrií, svary, šrouby a všemi prvky. Můžete také vytvářet firemní knihovny pro standardizaci pracovních postupů a vytvářet opakovaně použitelné šablony.</p>\n<h2>Vyberte pouze kritické přípoje v Checkbotu</h2>\n<p>Máte model se stovkami nebo dokonce tisíci uzlů? Nemáte čas opakovat nastavení přípojů jeden po druhém. <a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">IDEA StatiCa Checkbot ve verzi 25.0</a> byl vylepšen pro snadné zvládnutí rozsáhlých projektů.</p>\n<figure data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcdcdc0f-f978-415f-8d66-a776df5f5563/Bulk%20workflows%20and%20critical%20load%20filter%20in%20Checkbot%2000a.png\" data-asset-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" data-image-id=\"9d501ae3-3f0f-43b8-868f-1382418e143b\" alt=\"\"></figure>\n<p>Definujte jeden referenční přípoj s vašimi typy prvků a nastavením. Checkbot automaticky seskupí podobné uzly a aplikuje tyto parametry napříč modelem. To znamená, že už nemusíte 50x zadávat stejné informace – stačí jedno nastavení, sdílené napříč konstrukcí.</p>\n<p>Navíc s novým filtrem extrémů zatížení Checkbot z až 1000 účinků zatížení identifikuje kritické případy. Méně výpočetního času, méně rozptýlení a žádné riziko přehlédnutí scénářů, na kterých skutečně záleží. Po dokončení posouzení můžete hromadně generovat protokoly. Vyberte si mezi podrobnými výstupy nebo souhrny a exportujte vše do PDF jedním kliknutím.</p>\n<h2>Globální pracovní postupy</h2>\n<p>Pokud pracujete podle norem ACI nebo spolupracujete globálně, není problém. IDEA StatiCa 25.0 zahrnuje plnou podporu <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI</a>, jak v aplikaci Steel, tak v aplikaci Detail, s terminologií, kterou lze přepínat mezi americkou a britskou angličtinou.</p>\n<p>V Austrálii mohou <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">inženýři nyní pracovat s regionálně specifickými normovými prostředími</a> plně pokrývajícími úkoly pro 2D Detail. A pro inženýry v Číně byla kontrola kotvení podle GB normy aktualizována tak, aby odrážela nejnovější místní požadavky.</p>\n<p>Výrobci prefabrikátů <a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">mohou nyní exportovat předpínací výztuže přímo z Beam do Detail</a>, bez nutnosti přemodelování geometrie a materiálů. Vše v jednom pracovním postupu s <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">RCS nyní kontrolujícím příčné vybočení pro geometrické imperfekce a fáze výstavby</a>.</p>\n<figure data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dee2642-b908-492e-9ae6-f1727c60e720/Export%20from%20BEam%20to%20Detail_04.png\" data-asset-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" data-image-id=\"936b32a4-417b-4991-9a53-0e5f7a81c045\" alt=\"\"></figure>\n<p>Pro kompletní přehled o obsahu IDEA StatiCa verze 25.0 si nezapomeňte prohlédnout <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">poznámky k vydání</a>, stáhnout nejnovější verzi a vyzkoušet si ji sami pomocí odkazu níže. 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                    "value": "<h2>1. Proč se výpočet zastavil předčasně?</h2>\n<p>Stop kritéria (konvergenční kritéria) v metodě 3D CSFM zajišťují zastavení iteračního nelineárního výpočtu na definovaných mezích, viz <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&amp;type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">The solution method and load-control algorithm for 3D CSFM</a> v teoretických základech pro IDEA StatiCa Detail. Ve výchozím nastavení je aktivní možnost \"Přerušit na mezním přetvoření / prokluzu\", díky které je výpočet zastaven, když je dosaženo některého z dále <strong>uvedených kritérií</strong>. Mezní přetvoření se kontroluje u betonu a výztuže a prokluz v případě kotvení. Hodnota mezního přetvoření betonu v tlaku je stanovena na 5 % a v tahu na 7 %. Mezní přetvoření výztuže je omezeno hodnotou 5 %. U kotvení se kontroluje mezní prokluzu kotvy/výztuže vůči betonu.&nbsp;</p>\n<p>Dosažení výše uvedených kritérií a zastavení výpočtu předčasně, tedy před aplikací plného zatížení, může být způsobeno řadou příčin. Nejčastějším důvodem je chybějící výztuž v místech, kde je beton namáhán tahem, který beton nepřenese. Divergence modelu může nastat také díky nesprávnému podepření, které se neřídí zásadami z následujícího bodu 2 a které může vést k nadměrné deformaci. Pokud je však model vytvořen a podepřen správně &nbsp;a výpočet je přesto zastaven předčasně, pak to znamená, že kotvení nevyhovuje zadanému zatížení a je jednoduše přetíženo. Pro kontrolu správného podepření modelu doporučujeme po výpočtu vždy kontrolovat tvar a hodnoty deformace.</p>\n<figure data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac78e48d-ca21-4a2f-8880-4e8772fc9a57/fig_1_CZ.png\" data-asset-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" data-image-id=\"b0866f50-a93e-4338-b111-2c54e8ae23db\" alt=\"\"></figure>\n<h2>2. Jaké typy podpor lze v Detailu použít?</h2>\n<p>V aplikaci Detail lze zadat plošné podpory, a to jak dokonale tuhé, tak s uživatelsky stanovenou tuhostí ve všech směrech. Ve výchozím nastavení jsou podpory zadány jako přenášejí pouze tlak (šedé tlačítko), což může způsobit nestabilitu modelu z hlediska překlopení. Chcete-li, aby podpora přenášela i tah, přepněte tlačítko na bílou. Je však nutné dodržet následující návrhové přístupy:&nbsp;</p>\n<p>1) přístup <strong>Základová patka</strong></p>\n<p>Použijte výchozí nastavení plošné podpory \"přenášející pouze tlak\" a nastavte její tuhost tak, aby odpovídala tuhosti zeminy. Tím simulujete situaci pro základové patky spočívající na zemi. V případě exportu z aplikace IDEA StatiCa Connection nezapomeňte ručně aplikovat vlastní tíhu, protože ta exportována není.</p>\n<p>2) přístup <strong>Výsek konstrukce</strong></p>\n<p>U výseků konstrukce (např. balkonové desky, stěny apod.) je naopak potřeba odříznuté části podepřít i na zachycení tahových reakcí, avšak tyto podpory je nutné doplnit průběžnou výztuží, procházející přes pracovní spáru (řez), která by tyto tahy přenesla. Když průběžná výztuž není do podpory dotažena, beton tahové reakce nepřenese, \"potrhá se\" a dojde např. k nadměrné deformaci modelu. Tím se výpočet opět zastaví předčasně.</p>\n<p>Podrobné informace nejen o podepření v aplikaci Detail, model 3D, naleznete v části <a href=\"https://www.ideastatica.com/cz/podpora/plna-funkcionalita-aplikace-3d-detail\">Plná funkcionalita aplikace Detail 3D</a>.</p>\n<figure data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be0a745-5447-4823-9ce3-799290f12e88/fig_2_CZ.png\" data-asset-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" data-image-id=\"631d5999-cd70-4eef-8c3f-495f09862fdf\" alt=\"\"></figure>\n<h2>3. Proč je důležité dodržovat konstrukční zásady?</h2>\n<p>Jedním z hlavních předpokladů metody 3D CSFM je, že beton v tahu nepůsobí. Proto je <strong>vždy </strong>nutné modelovat <strong>vyztužený</strong> beton. Navržená výztuž by měla odpovídat konstrukčním zásadám stanovených normou (např. pravidla pro přídavnou výztuž pro přenos tahové a smykové síly podle EN 1992-4). V aplikaci Detail, modelu 3D, není posouzení konstrukčních zásad implementováno a je zodpovědností uživatele (inženýra/statika) betonový blok vyztužit správným způsobem.&nbsp;Je potřeba mít na paměti, že stejně jako v klasické příhradové analogii <strong>způsob vyztužení předurčujete způsob vývoje napětí a přenos zatížení.</strong>&nbsp;</p>\n<figure data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8d44f75-f4d6-4214-b307-d4d87da84751/fig_3_CZ.png\" data-asset-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" data-image-id=\"49358c0b-2c31-4b47-bfc2-45d14ef85381\" alt=\"\"></figure>\n<h2>4. Jak správně namodelovat přenos smykové síly?</h2>\n<p>Smyková síla zadaná na patní desku může být přenášena třením, kotvami nebo smykovými zarážkami, přičemž jednotlivé metody přenosu smyku nelze vzájemně kombinovat.&nbsp;</p>\n<p>V případě <strong>tření</strong> je nutné zajistit správné pořadí zatěžovacích stavů: nejprve aplikujte přítlak (typ zatěžovacího stavu <em>Stálé</em>), poté smykovou sílu (typ zatěžovacího stavu <em>Proměnné</em>). Pokud tento postup není dodržen, může dojít k nadměrnému posunu patní desky vlivem smyku při nedostatečném přítlaku. &nbsp;Při správné sekvenci zatížení a koeficientu tření nastaveném např. na hodnotu 0,25 pak lze zadanou smykovou sílu přenést při 25 % přítlaku.&nbsp;</p>\n<p>Prostřednictvím <strong>smykových zarážek</strong> se přenáší plná smyková síla, avšak posudek zarážky v IDEA StatiCa Detail není proveden. Samotné posouzení smykových zarážek může být provedeno v IDEA StatiCa Connection a poté může být navržené kotvení importováno do Detailu. Smyková zarážka je s betonem spojena prostřednictvím kontaktů, tj. do betonu se přenáší pouze tlakové napětí a pro přenos smyku se uplatňuje vždy příslušná část zarážky (stojina/příruba).</p>\n<p>U<strong> kotev</strong> může uživatel definovat, které konkrétní kotvy budou účinné pro přenos smyku. Avšak stejně jako v případě zarážek, kotvy nejsou v Detailu na smyk posouzeny. V napětí kotev není zohledněn přírustek napětí od smyku, vykresluje se pouze napětí od osové síly. Posouzení kotev může být opět provedeno v aplikaci IDEA StatiCa Connection. Jinými slovy, IDEA StatiCa Detail&nbsp;slouží k posouzení přenosu zatížení do okolní betonářské výztuže, přenos zatížení z kotvy do betonu se nyní neposuzuje.</p>\n<figure data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13624716-50f2-4d10-906e-859f0c0e63e8/fig_4_CZ.png\" data-asset-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" data-image-id=\"97ad6989-dc6c-4084-8aa3-8e6989d8d6a2\" alt=\"\"></figure>\n<h2>5. Jak správně propojit kotvu s patní deskou?</h2>\n<p>Zatížení v aplikaci Detail může být aplikováno buď přímo na kotvy (Fx, Fy, Fz) nebo na patní desku (Fx, Fy, Fz, Mx, My, Mz). Kotvy a patní desky jsou modelovány jako samostatné prvky, které nejsou vzájemně propojeny. Vazba mezi kotvou a patní deskou musí být nastavena ručně, a to jak pro přenos osových sil, tak pro přenos smyku. Tyto vazby jsou vzájemně nezávislé a propojení může být aktivováno pouze pro jeden z typů namáhání (přenos osových a/anebo smykových sil) dle požadavků návrhu a posouzení kotvení.</p>\n<p>Dva přístupy k modelování:</p>\n<ul>\n  <li>Při exportu kotvení z IDEA StatiCa Connection do Detailu (např. viz <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM propojení IDEA StatiCa Connection a Detail - Excentricky zatížené kotvení</a>) je vazba pro přenos osové síly mezi kotvami a patní deskou vypnuta, aby se zabránilo nežádoucímu dodatečnému páčení patní desky (viz obrázek níže).&nbsp;</li>\n  <li>Při modelování \"od nuly\" přímo v IDEA StatiCa Detail musí uživatel naopak aktivovat vazby jak pro přenos smyku, tak pro přenos osových sil, aby se zatížení zadané na patní desku do kotev přeneslo.</li>\n</ul>\n<p>Podrobnější vysvětlení vzájemného propojení kotev s patní deskou naleznete ve webináři nebo v článku <a href=\"https://www.ideastatica.com/cz/podpora/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Teoretické základy pro Detail 3D</a>.</p>\n<figure data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9daa2626-f57c-475a-bcd4-e31d6ecda776/fig_5_CZ.png\" data-asset-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" data-image-id=\"b8e01b31-6e92-4c28-8058-07ce32da92d7\" alt=\"\"></figure>\n<h2>6. Jakou tuhost patní desky je potřeba nastavit?</h2>\n<p>Důležité je také nastavení správné tuhosti patní desky. Na obrázku níže jsou porovnány tři modely:&nbsp;</p>\n<ul>\n  <li>měkká patní deska exportovaná z aplikace Connection,&nbsp;</li>\n  <li>měkká patní deska modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky,&nbsp;</li>\n  <li>tuhá patní deska se zvětšenou tloušťkou modelovaná přímo v aplikaci Detail, modelu 3D, se zatížením zadaným v jednom bodě patní desky.&nbsp;</li>\n</ul>\n<p>Výsledky ukázaly, že ohybově měkké patní desky modelované přímo v aplikaci Detail typu 3D způsobují nepřesné rozložení napětí v betonu pod patní deskou, protože dochází k jejímu nadměrnému páčení (chybí ztužující vliv sloupu). Tuhá deska tyto problémy eliminuje a poskytuje výsledky konzistentní s výsledky získanými exportem z aplikace Connection. Výpočtem stanovené síly v kotvách byly srovnatelné u prvního a třetího modelu. V druhém případě byly síly v kotvách nadhodnoceny o více než 30 %, což z něj činí nevhodně sestavený model. Pokud tedy model není vytvořen exportem z aplikace Connection a je zatížen v jednom bodě, je doporučeno použít tuhou patní desku (viz třetí model) tak, aby se interakce mezi patní deskou a betonem co nejvíce přiblížila realitě.</p>\n<figure data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0229fd18-d675-44ea-af8a-b47103f7ae99/fig_6_CZ.png\" data-asset-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" data-image-id=\"f9acdc75-bb95-4915-b96e-e8e8bab0bf92\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat vnitřní síly na </em><em><strong>zárodek sloupu</strong></em><em>, který je v modelu aplikace Detail přímo zadaná jako deskostěnový prvek, a tím eleminuje nadměrnou deformaci tenké desky, popsanou výše. Proto doporučujeme pro verze 25.1 a vyšší zadávat vnitřní síly na sloup, viz </em><a href=\"https://www.ideastatica.com/cz/podpora/zatizeni-a-kombinace#sloup\"><em>Zárodek sloupu pro přenos zatížení</em></a><em>.</em></p>\n<figure data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/84361b92-14ae-4dbe-9c68-0ac7e514fc48/fig_6_CZ_a.png\" data-asset-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" data-image-id=\"bb711098-e23d-4ae8-a7a9-780c7f85a053\" alt=\"\"></figure>\n<h2>7. Jak je to s kontaktním napětím?</h2>\n<p>V aplikaci Connection je možné nastavit mezi dvěma plechy tzv. kontakt a zobrazit v nich kontaktní napětí. Je však známým omezením (viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>) exportu kotvení z Connection do Detail, že toto kontaktní napětí není importováno. Důsledkem chybějících účinků odpovídajících kontaktnímu napětí je, že importované síly nejsou na patní desce v rovnováze a dojde k její nadměrné deformaci a tedy předčasnému ukončení výpočtu kvůli divergenci.</p>\n<p>Jak toto omezení obejít?</p>\n<ul>\n  <li>V modelu kotvení v aplikaci Connection se vyhnout použití funkce \"kontakt\". Jedná se o specifickou funkci, která v praxi nastává ve velmi úzkém rozsahu typů přípojů.</li>\n  <li>Pokud je v přípoji kontakt reálně navržen, pak je nutné kotvení zatížit přímo v Detailu (nevyužít exportovaných sil), a to v kombinaci s tuhou patní deskou (viz bod 6).</li>\n</ul>\n<figure data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c590fc0e-0c0e-4890-a5e1-3da8818c7e40/fig_7_CZ.png\" data-asset-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" data-image-id=\"745b5f61-2324-4b90-bb10-fb1d21a1f88d\" alt=\"\"></figure>\n<h2>8. Proč napětí v soudržnosti dosáhne 99,9 % tak rychle?</h2>\n<p>U většiny modelů dosahuje napětí v soudržnosti 99,9% využití pro velmi nízké úrovně zatížení tahem. Příčinu lze nalézt v pracovním diagramu pro vazbu mezi kotvou/výztuží a betonem, jak je znázorněno na obrázku níže. Vazba velmi rychle dosahuje svého mezního napětí v soudržnosti a jakékoli další zatížení vede k její plastické deformaci.&nbsp;</p>\n<p>Stanovení pevnosti v soudržnosti pro lepené kotvy je popsáno v článku <a href=\"https://www.ideastatica.com/cz/podpora/pevnost-v-soudrznosti-pro-kotvy-v-detailu-3d\">Pevnost v soudržnosti pro kotvy v Detailu 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Jak mám nastavit velikost sítě?</h2>\n<p>Kvalita sítě konečných prvků je pro 3D simulace zásadní, zejména u nelineárních výpočtů, protože mj. přímo ovlivňuje dobu výpočtu. Násobitel velikosti konečného prvku, který lze v aplikaci Detail zadat v Nastavení výpočtu, se pohybuje v rozmezí od 0,5 do 5, přičemž nastavená výchozí hodnota je 1. Použití násobitele o velikosti 5 urychluje výpočet, ale výsledky mohou být nepřesné (chyba více než 30 %). Jeho použití je vhodné pro ověření správnosti zadaného modelu a zda např. nedochází k jeho nadměrným deformacím. Po samotné posouzení je víceméně nutné použít násobitel sítě o velikosti 1 pro získání přesnějších hodnot napětí a deformace.&nbsp;</p>\n<p>Stručně řečeno, hrubá síť (vyšší násobitel) se používá pro předběžný návrh, zatímco jemnější síť (nižší násobitel) poskytuje přesnější výsledky, zejména v okolí kotev.</p>\n<figure data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/240cd840-1572-4b89-96c8-5adbf3d6f213/fig_9_CZ.png\" data-asset-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" data-image-id=\"47544fdb-b9da-42cf-a90c-4d773772da8b\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> bylo do aplikace Detail přidáno vylepšení tvorby sítě kolem kotev, a to tak, že kolem kotvy vždy dojde k jejímu zjemnění i při nastavení násobitele sítě na jeho horní mez. 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Toto vícenásobné kotvení je možné importovat do aplikace Detail, do které se naimportují všechny zadané betonové bloky, ale uživatel bude upozorněn, že aplikace nepodporuje model s více než jedním blokem, viz <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>. Uživatel tedy musí odstranit všechny bloky kromě jednoho a všechny patní/čelní desky vztáhnout k tomuto zbývajícímu bloku.&nbsp;</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<p><em>Od verze</em><a href=\"https://www.ideastatica.com/cz/podpora/poznamky-k-vydani-idea-statica-25-1\"><em> IDEA StatiCa 25.1</em></a><em> lze zadat více patních desek na jeden existující betonový blok a toto kotvení následně importovat do aplikace Detail. Stále platí, že v aplikaci Detail je podporován pouze jeden betonový blok. Pro vícenásobném kotvení přes hranu betonového bloku platí omezení popsána v článku</em> <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Známá omezení pro Detail 3D</a>.&nbsp;</p>\n<figure data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83c5bcd2-7759-4ca7-ae19-b84fdbcda042/Multiple%20base%20plates%20on%20one%20block%200.png\" data-asset-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" data-image-id=\"11799c25-190f-4161-8ff8-35b2e8499d05\" alt=\"\"></figure>\n<h2>Závěr</h2>\n<p>3D CSFM v IDEA StatiCa Detail je výkonný nástroj pro modelování nelineárního chování betonu a výztuže, který zajišťuje shodu s Eurokódem a ACI. Nastavená kritéria zajišťují, že se výpočty zastaví při dosažení kritických mezí deformace, a pro realistické výsledky je nezbytné správné zadání výztuže. Kvalita sítě je zásadní pro přesné simulace, přičemž jemnější sítě poskytují lepší přesnost za cenu delší doby analýzy. Dodatečné vyztužení, přenos smykové síly a správné nastavení exportu jsou také klíčovými faktory pro dosažení přesných návrhů v souladu s normami.</p>\n<p>Pro podrobnější informace se podívejte na webinář <a data-item-id=\"fe18abc4-7d3c-45ac-97e6-002bf87224ef\" href=\"\">10 nejčastějších dotazů k návrhu kotvení ve 3D v aplikaci Detail</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n29be3466_cd29_01db_1c66_14facc168859\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f0563cd1_d2b7_0191_3ee0_9d445a05e7f1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n206ffc14_2b65_01cc_bf5a_b779f6aef349\"></object>"
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