Opravené chyby v patchích IDEA StatiCa

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    "value": "<p>Vydáno 13. května 2026</p>\n<table><tbody>\n  <tr><td><strong>Všechny aplikace</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00071948</td><td>Byl odstraněn problém, kdy software selhal při řešení za podmínek vysokého zatížení bez zobrazení jakéhokoli varovného hlášení.</td></tr>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00071697</td><td>Odstraněn problém s výpočtem momentu setrvačnosti v torzi</td></tr>\n  <tr><td>00072057</td><td>Byl opraven problém s nesprávným zobrazením výsledků výpočtu klopení ve scéně</td></tr>\n  <tr><td><strong>BIM links / Checkbot</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00071483</td><td>Problém byl způsoben poškozeným souborem projektu. Uživatel jej vyřešil sám opětovným exportem modelu do Checkbot</td></tr>\n  <tr><td>00071682</td><td>Byl odstraněn problém, který bránil opětovnému otevření modelu Checkbot importovaného z Tekla</td></tr>\n  <tr><td>00071821</td><td>Obrácený T-nosník není správně importován</td></tr>\n  <tr><td>00071891</td><td>Při pokusu uživatele o úpravu návrhové skupiny v BIM aplikaci se zobrazilo chybové hlášení. Problém byl opraven</td></tr>\n  <tr><td>00071958</td><td>Odstraněn problém s Microsoft.net při importu ze SCIA Engineer</td></tr>\n  <tr><td>00072389</td><td>Byl odstraněn problém, kdy export všech přípojů do jednoho souboru IFC nezahrnoval skutečnou modelovanou geometrii přípoje.</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00070691</td><td>Byla opravena chyba „Response status code not indicate success\"</td></tr>\n  <tr><td>00071043</td><td>Connection - Chyba - Extrakce projektu nyní neselhává s kódem ukončení 2</td></tr>\n  <tr><td>00071187</td><td>Byla opravena chyba „Non-exhaustive switch expression failed to match its input\"</td></tr>\n  <tr><td>00071376</td><td>Byl opraven problém se svarem zrcadlově obrácené výztuhy</td></tr>\n  <tr><td>00071685</td><td>Byl opraven problém s obrázky uloženými v galerii</td></tr>\n  <tr><td>00071761</td><td>GetLoadEffectEnvelope není narušen odstraněním prvku</td></tr>\n  <tr><td>00071902</td><td>Byl odstraněn problém, kdy se při tisku sestavy v Connection kliknutím na tlačítko „Tisk\" vytiskla prázdná stránka.</td></tr>\n  <tr><td>00072043</td><td>Connection - Chyba - Extrakce projektu nyní neselhává s kódem ukončení 2</td></tr>\n  <tr><td>00071636</td><td>Firemní nastavení se automaticky obnoví</td></tr>\n  <tr><td><strong>Detail</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00071122</td><td>Byl opraven problém s chybějícími čísly hran</td></tr>\n  <tr><td>00071414</td><td>Byl opraven problém s nesprávným zápisem VEd v tabulce sestavy v 3D Detail</td></tr>\n  <tr><td>00071557</td><td>Byl odstraněn problém, který mohl způsobit poškození souborů projektu při ukládání do umístění OneDrive.</td></tr>\n  <tr><td>00071723</td><td>Byl opraven problém, který mohl způsobit pád softwaru při výpočtu projektů s nízkou kvalitou sítě.</td></tr>\n  <tr><td>00071757</td><td>Byla opravena drobná textová chyba týkající se kombinací v 3D Detail.</td></tr>\n  <tr><td>00071794</td><td>Byl přidán vysvětlující poznámkový text</td></tr>\n  <tr><td>00071856</td><td>Byl odstraněn problém, kdy otevření starších souborů projektu vedlo k selhání extrakce projektu s kódem ukončení 2</td></tr>\n  <tr><td>00072080</td><td>Byl opraven problém, který mohl způsobit pád softwaru při přepínání mezi přípoji ve stejném souboru.</td></tr>\n  <tr><td>00072135</td><td>Byl odstraněn problém, kdy generování sítě konečných prvků zamrzlo na neurčito při spuštění výpočtového modelu pro projekt Detail 3D</td></tr>\n  <tr><td>00072299</td><td>Byla opravena chyba, která bránila aplikaci proměnného zatížení v 2D zobrazení Detail.</td></tr>\n  <tr><td><strong>RCS</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00071675</td><td>Byl opraven problém s nesprávným minimálním stupněm vyztužení podle nizozemské národní přílohy EN 1992-2</td></tr>\n</tbody></table>"
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    "value": "<p>Vydáno 9. března 2026</p>\n<table><tbody>\n  <tr><td><strong>Všechny aplikace</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00066491</td><td>Byl opraven problém s chybějícími tlačítky v uživatelském portálu</td></tr>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00068955</td><td>Byl vyřešen problém s minimálním podélným vyztužením v Beam/RCS při použití nizozemské národní přílohy</td></tr>\n  <tr><td>00069166</td><td>Byl vyřešen problém s přeskočením uživatelem zadané hodnoty fck při analýze klopení v aplikaci Beam</td></tr>\n  <tr><td>00069251</td><td>Byl vyřešen problém s prezentací výsledků analýzy klopení v aplikaci Beam</td></tr>\n  <tr><td><strong>BIM links / Checkbot</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00066108</td><td>Byl opraven problém s neukládáním</td></tr>\n  <tr><td>00068841</td><td>Byl opraven problém s nesprávným přiřazením excentricity v Checkbot</td></tr>\n  <tr><td>00069031</td><td>Byla opravena chyba, kdy se výsledky analýzy tuhosti modelu přípoje otevřeného z aplikace Checkbot lišily od stejného modelu přípoje vytvořeného v aplikaci Connection od začátku</td></tr>\n  <tr><td>00069165</td><td>Byl opraven problém s nesprávným přiřazením excentricity v Checkbot</td></tr>\n  <tr><td>00069250</td><td>Byla opravena chyba při exportu více styčníků do více souborů</td></tr>\n  <tr><td>00069413</td><td>Chybová zpráva „Object reference not set to an instance of an object\" byla způsobena jiným jazykovým nastavením než angličtinou; problém byl nyní vyřešen</td></tr>\n  <tr><td>00069554</td><td>Byl opraven problém s chybějícími šrouby po hromadném importu z Advance Steel</td></tr>\n  <tr><td>00069600</td><td>Byl vyřešen problém, kdy přetížené prvky ve fázi návrhu byly v souhrnné tabulce výsledků nesprávně zobrazeny jako vyhovující</td></tr>\n  <tr><td>00069819</td><td>Byl vyřešen problém s rozdílnými excentricitami prvků zobrazenými v aplikaci Checkbot a v aplikaci Connection otevřené z modelu Checkbot</td></tr>\n  <tr><td>00069859</td><td>Byl opraven selhávající export z aplikace BIM</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00068425</td><td>Byl opraven problém s orientací výztuhy a sražení v profilu UNP</td></tr>\n  <tr><td>00068485</td><td>Problém s importem souboru CSV do MPRL</td></tr>\n  <tr><td>00068507</td><td>Byl opraven problém, kdy částečné odsazení svaru nesprávně zůstávalo aktivní po přepnutí na průběžný svar</td></tr>\n  <tr><td>00068624</td><td>Byl opraven problém, kdy aplikace Connection zobrazovala prázdnou obrazovku po přidání obrázků do zprávy</td></tr>\n  <tr><td>00068786</td><td>Byl opraven náhled výkresů plechů ve zprávě pro soubor .doc</td></tr>\n  <tr><td>00068809</td><td>Byl opraven problém se svarem na nesprávné straně</td></tr>\n  <tr><td>00068911</td><td>Byl vyřešen problém s obecným průřezem</td></tr>\n  <tr><td>68917</td><td>Byl opraven problém s nesprávným výpočtem kruhové smykové zarážky</td></tr>\n  <tr><td>00068967</td><td>Byl vylepšen export obrázků bez výsledků do zprávy v Connection</td></tr>\n  <tr><td>00069006</td><td>Byl opraven problém s chybějícími kótovacími čarami</td></tr>\n  <tr><td>00069012</td><td>Byl vyřešen problém způsobující zamrznutí aplikace Connection nebo Checkbot&nbsp; a selhání načítání při spuštění</td></tr>\n  <tr><td>00069130</td><td>Byl opraven problém s parametrickým vstupem pro obecný průřez</td></tr>\n  <tr><td>69198</td><td>Byly opraveny problémy s otevíráním modelů Connection vytvořených ve verzích před rokem 2016</td></tr>\n  <tr><td>00069242</td><td>Byl vyřešen problém s chybovou zprávou při zadání hodnoty vnitřního poloměru 0 mm pro průřezy RHS</td></tr>\n  <tr><td>00069253</td><td>Byl vyřešen problém s nesprávnými výsledky při použití PJP svarů v uzavřených průřezech</td></tr>\n  <tr><td>00069278</td><td>Byl vyřešen problém s nesprávnou hodnotou v tabulce pro normové posouzení smykové únosnosti kotev</td></tr>\n  <tr><td>00069280</td><td>Byl vyřešen problém s neúplným zobrazením obrázků výsledků ve zprávě v aplikaci Connection</td></tr>\n  <tr><td>00069789</td><td>Bylo opraveno překrývání obrázků ve zprávě .doc</td></tr>\n  <tr><td>00070044</td><td>Byl opraven problém, kdy obrázky vytvořené pomocí galerie zobrazovaly nesprávné hodnoty</td></tr>\n  <tr><td><strong>Connection Library</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00068523</td><td>Byl opraven problém s chybějícími drážkovými otvory v Connection Library</td></tr>\n  <tr><td>00068873</td><td>Byl opraven výchozí materiál v průvodci přípoje v konkrétním případě s uživatelsky definovaným materiálem</td></tr>\n  <tr><td><strong>Detail</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00062628</td><td>Analytický model byl upraven tak, aby bylo možné získat správné síly na patní desce pro export do Detail</td></tr>\n  <tr><td>00068941</td><td>Byl opraven problém s tím, že se model neanalyzoval</td></tr>\n  <tr><td>00069414</td><td>Byl opraven problém s konvergencí</td></tr>\n  <tr><td>00069706</td><td>Byl vyřešen problém s nefunkční diskretizací zakřivené výztuže</td></tr>\n  <tr><td><strong>RCS</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00067691</td><td>Byl opraven problém s nespouštěním RCS</td></tr>\n  <tr><td>00069002</td><td>Byl opraven problém s nesprávným součinitelem materiálu pro posouzení výšky tlačené zóny při použití nizozemské národní přílohy pro předpjatý průřez</td></tr>\n  <tr><td><strong>Viewer</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00069357</td><td>Byl opraven problém s Viewer, který bránil zobrazení části přípoje</td></tr>\n  <tr><td>00069373</td><td>Ve Viewer chyběly části modelu Connection. Problém byl opraven</td></tr>\n</tbody></table>"
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    "value": "<p>Vydáno 13. ledna 2026</p>\n<table><tbody>\n  <tr><td><strong>Všechny aplikace</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00067874</td><td>Byl opraven problém se spuštěním aplikace</td></tr>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00067589</td><td>Opraveny chyby v modelu Beam</td></tr>\n  <tr><td>00068280</td><td>Aplikace RCS spuštěná z Beam nebyla schopna uložit projekt RCS na pevný disk pomocí funkce Uložit jako. Problém byl opraven</td></tr>\n  <tr><td>00068481</td><td>Opravena chyba v pokročilé analýze klopení</td></tr>\n  <tr><td><strong>BIM/Checkbot</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00066146</td><td>Opraveno BIM propojení STAAD.Pro</td></tr>\n  <tr><td>00066953</td><td>Byl opraven problém s importem přípojů z Advance Steel 2026</td></tr>\n  <tr><td>00067275</td><td>Bylo opraveno nesprávné natočení prvků při importu ze SAP2000/ETABS do Checkbot</td></tr>\n  <tr><td>00067291</td><td>Byl opraven problém s importem přípojů z Advance Steel 2025</td></tr>\n  <tr><td>00067562</td><td>Byl opraven problém s nesprávným nastavením protokolu při otevírání Connection z Checkbot po definování nastavení protokolu v nastavení projektu přes Launcher</td></tr>\n  <tr><td>00067759</td><td>Byl opraven problém s nesprávným nastavením materiálů při otevírání Connection z Checkbot po definování výchozích materiálů v nastavení projektu přes Launcher</td></tr>\n  <tr><td>00068402</td><td>Byla opravena chyba odkazu na objekt, která se vyskytovala při pokusu o změnu názvu přípoje v Checkbot</td></tr>\n  <tr><td><strong>Přípoj</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00066145</td><td>Opraveno zobrazení přetvoření pro obecné průřezy</td></tr>\n  <tr><td>00066792</td><td>Opravena překlep v protokolu přípoje pro projekty dle Eurokódu (EN) v posouzení interakce tahových a smykových sil v betonu (VRd,cb místo VRd,cp)</td></tr>\n  <tr><td>00066829</td><td>Byla opravena chyba způsobující nesprávné charakteristiky průřezu pro spřažené průřezy</td></tr>\n  <tr><td>00066890</td><td>Byla identifikována a opravena příčina selhání při otevírání</td></tr>\n  <tr><td>00067043</td><td>Byl opraven problém s modelováním zářezů pro šikmé prvky</td></tr>\n  <tr><td>00067163</td><td>Opravena náhodná selhání při spuštění aplikace způsobená kolizí se softwarem třetích stran</td></tr>\n  <tr><td>00067174</td><td>Problém byl opraven zabráněním dvojitého vytvoření svaru</td></tr>\n  <tr><td>00067196</td><td>Opraven problém s pořadím položek v protokolu</td></tr>\n  <tr><td>00067324</td><td>Byl opraven problém s umístěním obrázků v protokolu</td></tr>\n  <tr><td>00067369</td><td>Opraven problém s úpravou DXF plechu</td></tr>\n  <tr><td>00067395</td><td>Opravena chyba „Sequence contains no matching element\"</td></tr>\n  <tr><td>00067480</td><td>Opravena aplikace šablony montážního spoje horní části ocelové konstrukce</td></tr>\n  <tr><td>00067647</td><td>Písmeno Ł je nyní povoleno</td></tr>\n  <tr><td>00067769</td><td>Byl opraven problém s neúspěšnou analýzou boulení pro kloubový přípoj</td></tr>\n  <tr><td>00067814</td><td>Chyba „sequence contains no matching element\" byla opravena v aplikaci Connection</td></tr>\n  <tr><td>00067897</td><td>Problém byl způsoben stejnou chybou, která způsobovala nesprávné charakteristiky profilu pro spřažené průřezy, a byl opraven. Následně byl opraven i neočekávaný výsledek tuhosti</td></tr>\n  <tr><td>00067900</td><td>Opraven problém s prázdnou tabulkou výsledků pro předepjaté šrouby v normě CSA</td></tr>\n  <tr><td>00068001</td><td>Opravena chyba při generování protokolu</td></tr>\n  <tr><td><strong>Detail</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00067572</td><td>Podrobný protokol v Detail 2D se negeneroval; problém byl opraven</td></tr>\n  <tr><td>00067730</td><td>Byl opraven problém s rozdílem hodnot VRd,s v Connection a 3D Detail</td></tr>\n  <tr><td>00067871</td><td>Byl opraven problém s chybou neshody uvádějící, že průměr hlavy musí být alespoň 1,2násobek průměru dříku, přestože tomu tak nebylo</td></tr>\n  <tr><td>00068014</td><td>Příčinou byla chyba při ukládání výsledků. Soubor výsledků byl odpojen od modelu. Problém byl opraven</td></tr>\n  <tr><td>00068316</td><td>Zobrazovala se nesprávná zpráva o neshodě pro rozměry spřahovacího trnu, i když byl poměr průměru hlavy k průměru dříku správný. Nyní funguje správně</td></tr>\n  <tr><td><strong>Licencování</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00067493</td><td>Opravena chyba bránící otevírání existujících souborů nebo zahájení nových projektů v aplikacích IDEA StatiCa pro specifické systémové konfigurace</td></tr>\n  <tr><td><strong>RCS</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ #</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00066379</td><td>Aplikace se zhroutila při změně kategorie odolnosti při požárním návrhu. 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    "value": "<p>Vydáno 21. října 2025</p>\n<table><tbody>\n  <tr><td><strong>Všechny aplikace</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00059985</td><td>Byl opraven problém s tiskem PDF prostřednictvím API</td></tr>\n  <tr><td>00064739</td><td>Byl opraven problém, kdy nebylo možné uložit pin do knihovny MPRL s uživatelsky definovaným materiálem přiřazeným k pinu</td></tr>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00064818</td><td>Byl opraven problém s nespuštěním výpočtu v projektu Beam</td></tr>\n  <tr><td>00065001</td><td>Byl vyřešen problém s podrobnou zprávou v aplikaci Beam</td></tr>\n  <tr><td>00065066</td><td>Byl vyřešen problém s nepřiřazenými kombinacemi v aplikaci Beam</td></tr>\n  <tr><td>00065205</td><td>Zpráva se negenerovala při určitých specifických nastaveních, která byla opravena</td></tr>\n  <tr><td>00065212</td><td>Byl vyřešen problém s výpočtem ztráty relaxací pro uživatelsky upravený materiál</td></tr>\n  <tr><td>00065317</td><td>Byla opravena chyba s chybějícím souhrnem a posouzeními pro analýzu klopení</td></tr>\n  <tr><td>00065560</td><td>Výsledky pro zjednodušenou metodu analýzy klopení byly upřesněny</td></tr>\n  <tr><td><strong>BIM links</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00063524</td><td>Import z Tekla Structures – opraven problém s obrácenou orientací profilu T</td></tr>\n  <tr><td>00063736</td><td>BIM link s Autodesk Revit 2024.3.3 funguje správně</td></tr>\n  <tr><td>00064330</td><td>Byl opraven problém s neaktivním menu po dávkovém výpočtu</td></tr>\n  <tr><td>00064374</td><td>Bylo opraveno otevření projektu Checkbot s betonovou konfigurací místo ocelové</td></tr>\n  <tr><td>00064600</td><td>Byl opraven problém se synchronizací dat s RFEM</td></tr>\n  <tr><td>00064608</td><td>Problém s BIM linky mezi IDEA a Robot byl opraven zasláním exportovaných záznamů registru</td></tr>\n  <tr><td>00064670</td><td>Byl opraven problém se stavem přípoje po dávkovém výpočtu</td></tr>\n  <tr><td>00065187</td><td>Nová záplata AD 2026 je plně funkční a kompatibilní s IDEA StatiCa 25.1</td></tr>\n  <tr><td>00065322</td><td>Převodní tabulka správně převádí průřezy</td></tr>\n  <tr><td>00065503</td><td>Byl opraven problém s importem průřezů z Robot</td></tr>\n  <tr><td>00065528</td><td>Byl opraven problém s importem průřezů z Robot</td></tr>\n  <tr><td>00059739</td><td>Změny provedené u šroubů na záložce Materiály jsou automaticky aplikovány na všechny přípoje v projektu</td></tr>\n  <tr><td>00064802</td><td>Byl vyřešen problém s importem průřezů RHS ze SCIA</td></tr>\n  <tr><td>00065312</td><td>Chyba při exportu do Checkbot ze Staad je nyní opravena</td></tr>\n  <tr><td>00065346</td><td>Byl opraven problém s aplikací šablony z osobní knihovny přípojů</td></tr>\n  <tr><td>00065447</td><td>Opraven problém se seskupováním v Checkbot</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00062711</td><td>Byl vyřešen problém s nesprávným přenosem názvu prvku při vytváření nového styčníku</td></tr>\n  <tr><td>00062822</td><td>Byl opraven problém s nastavením jazyka po exportu IFC</td></tr>\n  <tr><td>00063084</td><td>Bylo opraveno neúplné posouzení kotev s hákem</td></tr>\n  <tr><td>00063376</td><td>Byla vyřešena chyba při ukládání přípojů do Connection Library</td></tr>\n  <tr><td>00063500</td><td>Byl vyřešen problém, kdy všechny plechy v editoru obecného průřezu měly stejný název</td></tr>\n  <tr><td>00063715</td><td>Přidáno upozornění na chybu analýzy pro modely, kde svar není vytvořen správně</td></tr>\n  <tr><td>00063995</td><td>Byla opravena metoda zarovnání výztužného plechu prvku LCS / Podle úhlů</td></tr>\n  <tr><td>00064062</td><td>Bylo opraveno zobrazení drážkovaných otvorů v editoru</td></tr>\n  <tr><td>00064121</td><td>Byly opraveny nesrovnalosti mezi teplotami ve verzích 24 a 25.1</td></tr>\n  <tr><td>00064160</td><td>Byla opravena chyba s operací stykování a úhelníkovými průřezy</td></tr>\n  <tr><td>00064612</td><td>Řez průběžného prvku prvkem NVOL způsoboval chybu; 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    "value": "<p>Released August 7, 2025</p>\n<table><tbody>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00062535</td><td>The visualization issue in the detailed Beam report for the Dutch language has been fixed</td></tr>\n  <tr><td>00063019</td><td>Fixed the incoherent reaction forces in the Beam</td></tr>\n  <tr><td><strong>BIM links</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00062014</td><td>Added support for different GCS definitions for the import of channel profiles from STAAD.Pro</td></tr>\n  <tr><td>00062482</td><td>The issue with copying the weld size and material for the shear lug from the reference joint has been resolved</td></tr>\n  <tr><td>00062550</td><td>Export from the BIM app to IDEA StatiCa Beam was fixed</td></tr>\n  <tr><td>00062659</td><td>An issue with merging members in Checkbot has been fixed</td></tr>\n  <tr><td>00062670</td><td>An issue with the CF general cross-section has been fixed</td></tr>\n  <tr><td>00062750</td><td>An issue with redefining cross-sections in the mapping table in Checkbot has been fixed</td></tr>\n  <tr><td>00062751</td><td>An issue with defining flat bars using the IS code has been fixed</td></tr>\n  <tr><td>00062857</td><td>The issue with copying the weld size and material for the shear lug from the reference joint has been resolved</td></tr>\n  <tr><td>00063069</td><td>The issue with the incorrect display of multiple reports in Checkbot was solved</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00059472</td><td>An issue with operations that were reverting to default values has been fixed</td></tr>\n  <tr><td>00059795</td><td>The issue with operations reverting to default values has been resolved</td></tr>\n  <tr><td>00060107</td><td>The issue where previous operations reverted to default after adding a new operation has been resolved</td></tr>\n  <tr><td>00060182</td><td>An issue related to Company/Personal Connections, where the geometry appears broken when creating a new connection in v25, has been resolved&nbsp; for newly published templates&nbsp;</td></tr>\n  <tr><td>00060908</td><td>The issue with operations reverting to default values has been resolved</td></tr>\n  <tr><td>00061224</td><td>The logo size in the report was enlarged</td></tr>\n  <tr><td>00062082</td><td>A fix of a case where multiple tubular members connect&nbsp;</td></tr>\n  <tr><td>00062189</td><td>A fix for starting the Connection application</td></tr>\n  <tr><td>00062248</td><td>Fix of an issue that prevented the application from displaying results after calculating all project items at once</td></tr>\n  <tr><td>00062363</td><td>An issue when creating multiple general cross-sections has been resolved</td></tr>\n  <tr><td>00062390</td><td>The issue with the shrunken logo in the Connection report has been fixed</td></tr>\n  <tr><td>00062392</td><td>The issue, when the property grid was not refreshed after the member cross-section was changed, is fixed&nbsp;</td></tr>\n  <tr><td>00062426</td><td>Corrected visibility of slotted holes in the Viewer</td></tr>\n  <tr><td>00062534</td><td>Fixed automatic parameter update</td></tr>\n  <tr><td>00062544</td><td>The definition of welds in CSA has been fixed; the connection of a rod to the column web is calculated.</td></tr>\n  <tr><td>00062555</td><td>Summary results visibility fixed for the model with friction</td></tr>\n  <tr><td>00062572</td><td>The project created in the previous version opens without an error message</td></tr>\n  <tr><td>00062594</td><td>Bolt results are now in sync with the Check and Report&nbsp; tabs</td></tr>\n  <tr><td>00062602</td><td>Problematic connection between tubular member and weld - workaround was offered (rotation or different division of tubular section)</td></tr>\n  <tr><td>00062759</td><td>The position of the shear centre represented by the y0 value was not zero for the doubled channel section. 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    "value": "<p>Translation info:</p>\n<ul>\n  <li>cs-CZ: Translated on 12.5.2026 13:17</li>\n  <li>de-DE: Translated on 12.5.2026 13:17</li>\n  <li>en-US: Never translated</li>\n  <li>es-ES: Translated on 12.5.2026 13:18</li>\n  <li>fr-FR: Translated on 12.5.2026 13:18</li>\n  <li>hu-HU: Translated on 12.5.2026 13:20</li>\n  <li>it-IT: Translated on 12.5.2026 13:18</li>\n  <li>ko-KR: Translated on 12.5.2026 13:22</li>\n  <li>nl-NL: Translated on 12.5.2026 13:19</li>\n  <li>pl-PL: Translated on 12.5.2026 13:21</li>\n  <li>pt-PT: Translated on 12.5.2026 13:19</li>\n  <li>ro-RO: Translated on 12.5.2026 13:20</li>\n  <li>ru-RU: Translated on 12.5.2026 13:21</li>\n  <li>th-TH: Translated on 12.5.2026 13:22</li>\n  <li>tr-TR: Translated on 12.5.2026 13:23</li>\n  <li>vi-VN: Translated on 12.5.2026 13:23</li>\n  <li>zh-CN: Translated on 12.5.2026 13:21</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n  <li>Publish info is available only in the main language</li>\n</ul>"
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    "value": "<p>Released June 13, 2025</p>\n<table><tbody>\n  <tr><td><strong>All applications</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00059938</td><td>The issue of being unable to delete unused material has been resolved</td></tr>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00060278</td><td>The missing data in the table in the tendon design is working again</td></tr>\n  <tr><td><strong>BIM links</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00059655</td><td>An issue with the import of members from RFEM5 has been fixed</td></tr>\n  <tr><td>00060124</td><td>Grouping of identical but symmetrical nodes in Checkbot imported via XML fixed</td></tr>\n  <tr><td>00060566</td><td>The issue with importing the concrete block has been fixed</td></tr>\n  <tr><td>00060570</td><td>Envelope combinations in Scia engineer containing load cases with a defined “Master load case” are not combined correctly after import in the IDEA StatiCa&nbsp;Checkbot application due to missing information in the SAF file. Added info to the Known limitations article</td></tr>\n  <tr><td>00060575</td><td>An issue with the import of the pretensioned member has been fixed</td></tr>\n  <tr><td>00060733</td><td>The eccentricities were not transferred from Chebot to Connection. The problem has been fixed</td></tr>\n  <tr><td>00060854</td><td>Issue with missing bolts in a single export from Tekla solved</td></tr>\n  <tr><td>00060865</td><td>Issue with missing bolts in a single export from Tekla solved</td></tr>\n  <tr><td>00061564</td><td>An issue with the wrong rotation of a profile has been fixed</td></tr>\n  <tr><td>00061664</td><td>An issue with the import of the load effect has been fixed</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00058960</td><td>An issue with buckling has been identified when the baseplate model has a pin and shear lug.&nbsp; This has been fixed with&nbsp;</td></tr>\n  <tr><td>00059189</td><td>The singularity due to the definition of welds has been fixed</td></tr>\n  <tr><td>00059264</td><td>The cut of the plate was not done correctly.&nbsp; There was the problem with the butt weld between the stiffening plate and the arc segment of member. The CUT operation has been fixed</td></tr>\n  <tr><td>00059429</td><td>An issue with the check of overloaded members in Connection has been fixed</td></tr>\n  <tr><td>00059972</td><td>In the prequalified connections, a doubler plate detailing check was not detected. Now the doubler plates are identified and the detailing checks are properly completed</td></tr>\n  <tr><td>00060010</td><td>The issue with different Sj,ini values for different lengths of the main beam in stiffness analysis was explained</td></tr>\n  <tr><td>00060428</td><td>A problem of connections opening with large results has been fixed</td></tr>\n  <tr><td>00060434</td><td>An issue with the display of contact operation in sketches has been fixed</td></tr>\n  <tr><td>00060580</td><td>The issue with missing welds and duplication of missing weld names is fixed</td></tr>\n  <tr><td>00060614</td><td>The wrong graphical display of bolt holes in the plate Editor, not showing the empty holes, was fixed</td></tr>\n  <tr><td>00060695</td><td>The error when you click on the pen icon for the general shape in Connection is fixed</td></tr>\n  <tr><td>00060707</td><td>The previous length of the superelements was too small and increased the stiffness of the connected elements by limiting deplanation</td></tr>\n  <tr><td>00060767</td><td>The issue with missing welds and duplication of missing weld names is fixed</td></tr>\n  <tr><td>00060796</td><td>The issue with adding a strip cross-section to a custom composite section in the general cross-section editor in the Connection app was fixed</td></tr>\n  <tr><td>00060930</td><td>An issue with user-defined cross sections has been fixed</td></tr>\n  <tr><td>00061005</td><td>An issue with opening a template from the wizard has been fixed</td></tr>\n  <tr><td>00061049</td><td>An issue with creating the FE mesh has been fixed</td></tr>\n  <tr><td>00061151</td><td>As designed, not a bug. The behavior is caused by changes in v25 where the length of the superelement is changed. Due to that, the rotation stiffness of the beam is much smaller, which influences the stiffness calculation</td></tr>\n  <tr><td>00061160</td><td>The issue with displaying holes has been fixed</td></tr>\n  <tr><td>00061352</td><td>Not a bug, the cause of this behavior is visible in the axial scheme, where the moment diagram for the load case is shown</td></tr>\n  <tr><td>00061354</td><td>The Wideners in the operation with the same name were not formed correctly. The bug has been fixed</td></tr>\n  <tr><td>00061450</td><td>The value unit \"weld size\" under the Parameters tab recalculates the size of the weld. So, the user should define throat thickness if using the weld size unit type.&nbsp;</td></tr>\n  <tr><td>00061508</td><td>A problem with publishing a template into the Connection Library has been fixed</td></tr>\n  <tr><td>00061697</td><td>Error when publishing connection models with anchoring with a shear lug in Connection Library fixed</td></tr>\n  <tr><td>00061751</td><td>A remark about the changed weld types in the Summary was corrected</td></tr>\n  <tr><td><strong>Detail</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00059066</td><td>No load was applied to the unusual Detail model in 3D, and the calculation stopped without any information. The force export from Connection has been edited</td></tr>\n  <tr><td>00059668</td><td>The property grid did not work properly, and the model did not apply the changes to the anchors' diameters. The problem has been fixed</td></tr>\n  <tr><td>00060532</td><td>The calculation was not performed with a warning message that no combination for ULS checks has been defined. The bug has been fixed</td></tr>\n  <tr><td>00060554</td><td>The result table for concrete stresses and strains in Detail 3D has been fixed</td></tr>\n  <tr><td>00060674</td><td>Very fine mesh around the anchors caused the calculation not to perform. The mesh size around the anchors has been edited</td></tr>\n  <tr><td>00060813</td><td>Incorrect surfaces were displayed in the scene after the CUT operation, and it was impossible to relate any items to them. The bug has been fixed</td></tr>\n  <tr><td>00060832</td><td>The effects of self-weight&nbsp;were not taken into account in the internal forces and reactions in Detail 2D. The bug has been fixed</td></tr>\n  <tr><td>00061172</td><td>The prestressing templates for 2D Detail have been fixed. The issue has been connected with the missing initial stress button in the property grid</td></tr>\n  <tr><td>00061245</td><td>The incorrect properties of 65MPa concrete to the Australian standard was fixed</td></tr>\n  <tr><td>00061312</td><td>An issue of being unable to export a base plate to the 3D Detail app from Connection has been resolved</td></tr>\n  <tr><td>00061784</td><td>An issue with the reinforcement distance definition in Detail has been fixed</td></tr>\n  <tr><td><strong>Member</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00060284</td><td>An issue with the change of material after saving and reopening the project was fixed</td></tr>\n  <tr><td>00061138</td><td>Issue of non-functional supports on related members in intermediate nodes of a continuous analyzed member in member for concrete fixed</td></tr>\n  <tr><td><strong>RCS</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00060047</td><td>A warning message was added in RCS when the Dutch national annex is chosen + compression member + nominal curvature method for calculating second-order effects, that this nominal curvature method is not permitted according Dutch NA</td></tr>\n  <tr><td>00061593</td><td>The error when trying to change material properties in RCS is fixed</td></tr>\n  <tr><td>00061868</td><td>It was not possible to run the API RCS for the concrete license. Now it is possible to use the API RCS for all license types</td></tr>\n</tbody></table>"
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    "value": "<p>Released April 11, 2025</p>\n<table><tbody>\n  <tr><td><strong>All applications</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00059504</td><td>The issue with the visualization of the outer radius of corners in the RHS cross sections is fixed</td></tr>\n  <tr><td><strong>BIM links</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00056681</td><td>An issue with starting the Checkbot from RFEM 6 has been resolved by increasing the timeout for initialization</td></tr>\n  <tr><td>00057633</td><td>Wrong results for nested combinations are skipped and no longer included</td></tr>\n  <tr><td>00058401</td><td>An issue with node sync has been fixed</td></tr>\n  <tr><td>00058704</td><td>An issue related to the import of connection components from Tekla has now been resolved</td></tr>\n  <tr><td>00059310</td><td>The issue connected with the unrecognized operation has been fixed</td></tr>\n  <tr><td>00059696</td><td>The incorrect import of the Contacts from Tekla into Checkbot has been fixed</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00054085</td><td>Length of welds displayed in the report for hollow sections cut and welded by multiple planes corrected</td></tr>\n  <tr><td>00057156</td><td>Results are provided on decimal tolerance, the user can view detailed weld size by adjusting decimal tolerance on project settings</td></tr>\n  <tr><td>00057368</td><td>The issue with incorrect bolt grade assignment with zero material properties has been fixed</td></tr>\n  <tr><td>00057559</td><td>The notification for weld size has been updated and fixed</td></tr>\n  <tr><td>00057630</td><td>An issue with missing results of the buckling analysis has been fixed</td></tr>\n  <tr><td>00057672</td><td>An issue with missing welds in Tekla Structures has been resolved</td></tr>\n  <tr><td>00057907</td><td>Several issues with the MPRL database have been fixed</td></tr>\n  <tr><td>00058100</td><td>An issue with a table of load effects has been fixed</td></tr>\n  <tr><td>00058194</td><td>An issue with the detailing check has been fixed</td></tr>\n  <tr><td>00058200</td><td>Corrected display of warnings connected to specific operations</td></tr>\n  <tr><td>00058341</td><td>An issue with creating a .doc file in the Report tab has been fixed</td></tr>\n  <tr><td>00058456</td><td>Corrected display of warnings connected to specific operations</td></tr>\n  <tr><td>00058546</td><td>An issue with missing results of the fire design in the 3D scene has been fixed</td></tr>\n  <tr><td>00058586</td><td>Now, the arrows change the weld size&nbsp; function correctly when using imperial and fraction units</td></tr>\n  <tr><td>00058698</td><td>The issue with CPL operation plates that are connected to a circular section under an angle was fixed</td></tr>\n  <tr><td>00058705</td><td>The format date of the project is according to the Language settings</td></tr>\n  <tr><td>00058880</td><td>Added missing sign psi,e,v in the results and report for equation in Concrete edge failure resistance (EN 1992-4 – 7.2.2.5)</td></tr>\n  <tr><td>00058975</td><td>The issue of Check missing weld function was fixed</td></tr>\n  <tr><td>00059041</td><td>The number of plates possible to connect using the Pin increased from 10 to 24</td></tr>\n  <tr><td>00059083</td><td>An issue with editing cross-sections has been resolved</td></tr>\n  <tr><td>00059092</td><td>The error when modifying or adding a new cross-section is solved</td></tr>\n  <tr><td>00059288</td><td>An issue with assigning custom names to user-defined custom sections has been resolved</td></tr>\n  <tr><td><strong>Detail</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00059267</td><td>An issue with duplicate lines in the Detail report has been solved</td></tr>\n  <tr><td><strong>Member</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00057047</td><td>The issue with performing GMNIA in the Member for concrete structures, giving errors in the table, has been fixed</td></tr>\n  <tr><td>00058418</td><td>Fixed the not applied changes in the fire curve and fire protection in Project settings for Fire design analysis in the Member (steel) app</td></tr>\n  <tr><td><strong>RCS</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n  <tr><td>00058820</td><td>The issue of not saving the design member settings for the compression member in RCS has been fixed</td></tr>\n</tbody></table>"
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    "value": "<p>Vydáno 13. února 2025</p>\n<table><tbody>\n  <tr><td><strong>Všechny aplikace</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00053071</td><td>Byl opraven problém s profily UNP</td></tr>\n  <tr><td>00055721</td><td>Nastavení oddělovače desetinných míst bylo z aplikace odstraněno. Oddělovač desetinných míst je nyní převzat ze systému</td></tr>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00056562</td><td>Byl opraven problém s výpočtem klopení</td></tr>\n  <tr><td><strong>BIM links</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00054871</td><td>BIM link s novou verzí SCIA Engineer je funkční</td></tr>\n  <tr><td>00055205</td><td>Problém specifický pro uživatele, kdy uživatel nemohl importovat prvky v Checkbot, byl vyřešen na základě doporučení vývojového týmu</td></tr>\n  <tr><td>00055276</td><td>Zásuvný modul SAP2000 byl opraven pro spolupráci s IDEA StatiCa Checkbot</td></tr>\n  <tr><td>00055514</td><td>Problém, kdy nešlo otevřít Checkbot v Tekla Structures, byl vyřešen na základě doporučení vývojového týmu</td></tr>\n  <tr><td>00056008</td><td>Byl opraven problém s importem z RFEM6</td></tr>\n  <tr><td>00056014</td><td>IDEA StatiCa Checkbot umí importovat obecné přípoje ze souborů Revit</td></tr>\n  <tr><td>00056261</td><td>Byl opraven problém s registrací linku STAAD.Pro</td></tr>\n  <tr><td>00056321</td><td>Byl opraven problém s nesprávným modelováním podřízeného uzlu</td></tr>\n  <tr><td>00056513</td><td>Byl opraven problém s nesprávnou rotací prvků v Checkbot</td></tr>\n  <tr><td>00056895</td><td>Byl opraven problém s mapováním krabicového průřezu Robot na krabicový průřez IDEA</td></tr>\n  <tr><td>00056992</td><td>Opravena synchronizace zatížení mezi IDEA a RFEM</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00051299</td><td>Chyba sítě způsobená operací řezu byla opravena v řešiči</td></tr>\n  <tr><td>00055083</td><td>Opravena chyba v čísle článku normy ve výpisu, nesprávný článek ACI 349-01 – B.4.5, ACI 349-01 – B.11 byl změněn na správný ACI 349-01 – B.4.5, ACI 349-01 – RB.11</td></tr>\n  <tr><td>00055166</td><td>Byly opraveny zavádějící informace o datech degradace materiálu v protokolu v případě návrhu na požární odolnost</td></tr>\n  <tr><td>00055510</td><td>Byl opraven problém, kdy byl dvojitý koutový svar na zdvojovacím plechu nesprávně umístěn</td></tr>\n  <tr><td>00055778</td><td>Byl opraven nesprávný vzorec pro alpha2 pro kotvu s hákem</td></tr>\n  <tr><td>00055845</td><td>Byl opraven problém s chybějícími ikonami v průvodci v aplikaci Connection.&nbsp;</td></tr>\n  <tr><td>00055912</td><td>Opravena viditelnost textu ve francouzské verzi</td></tr>\n  <tr><td>00056045</td><td>Opravena odpovídající hodnota Aff v tabulce výsledků pro betonový blok</td></tr>\n  <tr><td>00056049</td><td>Byl opraven problém s chybějícím náhledem tisku</td></tr>\n  <tr><td>00056164</td><td>Kontaktní svary jsou nyní vyloučeny z výkazu materiálu</td></tr>\n  <tr><td>00056306</td><td>Opraven náhled tisku pro svary</td></tr>\n  <tr><td>00056716</td><td>Opravena směrová pevnost svaru dle AISC pro obdélníkové průřezy</td></tr>\n  <tr><td>00056730</td><td>Byl opraven problém ovlivňující generování podrobného výpisu, pokud nebyly deaktivovány vzorce a vysvětlivky</td></tr>\n  <tr><td><strong>Detail</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00055711</td><td>Při exportu z Connection do Detail byl opraven směr importovaných sil reprezentujících napětí ve svarech</td></tr>\n  <tr><td>00057190</td><td>Při exportu z Connection do Detail byl opraven směr importovaných sil reprezentujících napětí ve svarech</td></tr>\n  <tr><td>00057704</td><td>Byl opraven kritický problém s obrácenými silami po exportu</td></tr>\n  <tr><td><strong>Member</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00055529</td><td>Byl opraven problém s přerušeným výpočtem v Member</td></tr>\n</tbody></table>"
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Materiály byly importovány, ale nebylo možné je použít v operacích</td></tr>\n  <tr><td><strong>Beam</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00050627</td><td>Opravena chyba s výpočtem průhybu</td></tr>\n  <tr><td><strong>BIM links</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00049549</td><td>IDEA StatiCa nyní funguje se SDS2 verze 2024</td></tr>\n  <tr><td>00051843</td><td>Synchronizace v Checkbot funguje (prvek již není synchronizován, ale zůstává tam; nelze jej smazat).</td></tr>\n  <tr><td>00052381</td><td>Podporovaná verze ETABS musí být nainstalována jako poslední, aby BIM links fungovaly</td></tr>\n  <tr><td>00052935</td><td>Opravena chyba s chybějícími výsledky v Checkbot</td></tr>\n  <tr><td>00052976</td><td>BIM link se SCIA Engineer funguje správně</td></tr>\n  <tr><td>00053465</td><td>Opravena chyba s importem z Tekla</td></tr>\n  <tr><td>00053719</td><td>Opravena chyba s otevřením staršího projektu v Checkbot</td></tr>\n  <tr><td>00053740</td><td>Pokud je přípoj exportován do IFC, lze jej správně zobrazit v BIMVision nebo Solibri</td></tr>\n  <tr><td><strong>Connection</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00052267</td><td>Opravena chyba s otevřením souboru ideacon</td></tr>\n  <tr><td>00050679</td><td>Opravena chyba, kdy preferovaný přírůstek velikosti svaru nebyl použit při zvyšování velikosti svaru</td></tr>\n  <tr><td>00051794</td><td>Opravena chyba s nesprávnou konverzí typu svaru z EN na AISC</td></tr>\n  <tr><td>00052722</td><td>Opravena chyba s chybějícími výsledky analýzy boulení v Connection</td></tr>\n  <tr><td>00052965</td><td>Nelze reprodukovat ve verzi 24.1.0 – označeno jako vyřešené vývojovým týmem</td></tr>\n  <tr><td>00053157</td><td>Opravena chyba s kontrolou kolizí v Connection</td></tr>\n  <tr><td>00053162</td><td>V protokolu je zobrazena správná hodnota MRd,ser pro normové posouzení ohybu čepu</td></tr>\n  <tr><td>00053243</td><td>Hodnota emisivity povrchu ocelového prvku je nastavena na hodnotu odpovídající EN 1993-1-2</td></tr>\n  <tr><td>00053267</td><td>Opraveny teplotní izobandy (vykreslení barev) na záložce posouzení pro některé případy.</td></tr>\n  <tr><td>00053508</td><td>Opravena chyba, kdy řez plechu vytváří 2 svary na jedné svarové linii</td></tr>\n  <tr><td>00053511</td><td>Opravena chyba s chybějící šablonou v možnosti „Navrhnout\"</td></tr>\n  <tr><td>00053743</td><td>Bylo implementováno lepší rozlišení mezi sestavami šroubů A325</td></tr>\n  <tr><td>00054155</td><td>Zodpovězena otázka týkající se posouzení kotev</td></tr>\n  <tr><td><strong>Detail</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00051201</td><td>Opravena chyba s průběžným vyztužením</td></tr>\n  <tr><td>00053404</td><td>Opravena chyba způsobující pád aplikace při přidávání nového DRM do projektu</td></tr>\n  <tr><td>00053452</td><td>Opravena nesprávná prezentace jednotek pro plošná zatížení v&nbsp;3D Detail</td></tr>\n  <tr><td>00053559</td><td>V 3D Detail bylo implementováno přesnější varování při selhání výpočtu</td></tr>\n  <tr><td>00053812</td><td>Betonové materiály jsou nyní uvedeny v protokolu</td></tr>\n  <tr><td>00054113</td><td>Opravena chyba se ztrátou výsledků po uložení projektu</td></tr>\n  <tr><td><strong>Licencování</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00053451</td><td>Pokud při pokusu o přihlášení dojde k chybě „Počet povolených aktivací byl překročen\", je stále možné přistoupit k úvodnímu oknu IDEA StatiCa v nejnovější verzi</td></tr>\n  <tr><td><strong>Member</strong></td><td>&nbsp;</td></tr>\n  <tr><td><strong>Případ č.</strong></td><td><strong>Popis</strong></td></tr>\n  <tr><td>00052775</td><td>V Member byla opravena singularita v modelu požární odolnosti pro beton</td></tr>\n  <tr><td>00053275</td><td>V některých případech se při práci s aplikací přes cloud objevil systémový soubor desktop.ini ve složce modelu, což znemožňovalo úpravy přípoje. 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