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Name: KBA - DIY - How to build Standard Steel Connection Workset in IDEA StatiCa
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"value": "<p>In Detail, è possibile trovare <strong>piastre cast-in</strong> con elementi di fissaggio/rinforzo di diversi tipi comunemente utilizzati in edilizia per fissare travi, colonne o elementi di facciata. Le piastre fuse assicurano un trasferimento del carico forte e affidabile tra strutture in acciaio e in calcestruzzo.</p>\n<h2>Piastre gettate in Detail</h2>\n<p>Le piastre gettate sono disponibili come <strong>dispositivo di trasferimento del carico</strong> nella selezione dell'entità del modello. La<strong> geometria e la posizione della piastra</strong> possono essere definite in un'unica griglia di proprietà, mentre una tabella aggiuntiva consente agli utenti di aggiungere e combinare più <strong>gruppi di elementi di fissaggio</strong>. I dispositivi di fissaggio possono essere definiti direttamente per ogni piastra specifica. Gli utenti possono aggiungere <strong>un numero illimitato</strong> di elementi di fissaggio e persino combinare più tipi all'interno di una singola piastra.</p>\n<figure data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22e02e2a-0d06-4add-8a77-db6b8abd453e/Cast-in_01.png\" data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" alt=\"\"></figure>\n<h2>Tipi di rinforzo</h2>\n<p>La piastra Cast-in<strong> </strong>consente di realizzare <strong>armature saldate</strong> in tre forme: <strong>Dritta, a L e a U</strong>.</p>\n<figure data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/afe6f216-b5d8-4ec5-be74-7c4706406cca/Cast-in_02.png\" data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" alt=\"\"></figure>\n<ul>\n <li><strong>Dritto:</strong> Gli ancoraggi possono essere disposti in file e posizioni seguendo una chiave predefinita (simile al posizionamento dei bulloni nelle connessioni). Gli utenti possono definire il materiale, la lunghezza e il diametro, oltre a specificare il tipo di ancoraggio.</li>\n</ul>\n<figure data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3f2b9a03-0d51-40d9-b4ed-0ad29a9d70e7/Cast-in_03.png\" data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" alt=\"\"></figure>\n<ul>\n <li><strong>Forma a L:</strong> Definita come due file di ancoraggi con spaziatura e distanza tra le file regolabili, con la possibilità di specificare il tipo di ancoraggio.</li>\n</ul>\n<figure data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/19fd529b-37a2-41bc-9e67-6b57545d84b3/Cast-in_04.png\" data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" alt=\"\"></figure>\n<ul>\n <li><strong>Forma a U:</strong> Serie continua di rinforzi a forma di U, collegati su entrambi i lati.</li>\n</ul>\n<figure data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be27a2e9-4d96-4e7f-a8d4-8454237625a0/Cast-in_05.png\" data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" alt=\"\"></figure>\n<p><em>Rilasciato nella </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>versione 25.0 di IDEA StatiCa</em></a><em>.</em></p>\n<h2>Headed stud</h2>\n<p>L'Headed stud con testa trasferisce il carico al calcestruzzo esclusivamente attraverso il contatto di compressione. La testa è modellata come un elemento a piastra direttamente collegato al gambo dell'ancoraggio con dimensioni completamente personalizzabili. La piastra stessa è modellata in modo lineare, senza plasticità, e non è soggetta a verifiche di resistenza. Poiché il gambo ha una <strong>tensione di aderenza pari</strong> <strong>a zero</strong>, l'intero carico viene trasferito al calcestruzzo attraverso la testa.</p>\n<p>A questo elemento sono assegnati i corrispondenti gradi di materiale secondo la norma ISO 13918, disponibili nel MPRL.</p>\n<figure data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e650312b-b71a-4bae-ac5e-e49a49b35b49/Cast-in_02.1.png\" data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" alt=\"\"></figure>\n<h2>Modello di comportamento</h2>\n<p>Gli ancoraggi sono trattati come elementi che resistono sia al <strong>taglio che alla tensione</strong>, in quanto saldati alla piastra. La loro valutazione segue gli stessi principi degli ancoraggi standard, con limitazioni simili (ad esempio, il taglio nell'ancoraggio non può ancora essere valutato nell'applicazione). Per ulteriori informazioni, si veda la sezione \"<a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Background teorico</a>\".</p>\n<p>Un'opzione di controllo consente di definire quale gruppo di elementi di fissaggio trasferisce tipi di carico specifici, ad esempio assegnando il taglio ai prigionieri mentre l'armatura trasporta la tensione e la compressione.</p>\n<p><em>Rilasciato in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa versione 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>Novità più importanti della versione 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9964dbc7_29e1_01df_1de1_12397113499d\"></object>\n<h2>Progettazione del calcestruzzo</h2>\n<ul>\n <li><strong>Progettazione degli ancoraggi ampliata</strong> con <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">piastre gettate in opera</a> , <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">basamenti per pilastri e forme generiche di fondazione</a>. Il tutto con <a data-item-id=\"8ec9789b-c663-4cfe-92f8-86a031d720d3\" href=\"\">nuovi modelli nella procedura guidata</a>.</li>\n <li>Implementazione del <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\"><strong>codice di progettazione ACI</strong></a> per l'ancoraggio, con nuova esportazione da Connection e Detail 3D.</li>\n <li><a data-item-id=\"ae281b4c-1097-4039-92e3-b28d69385c95\" href=\"\"><strong>Progettazione della precompressione secondo ACI 318-19</strong></a><strong> e </strong><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">codice australiano</a> aggiunto al Detail 2D.</li>\n <li>Calcolo delle <strong>attività 3D 4 volte più veloce</strong>, avvio più rapido dell'applicazione con la nuova scena 3D.</li>\n <li><a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\"><strong>Nuovo collegamento da Beam a Detail</strong></a><strong> </strong>per i <strong>precaster. Risultati LTB </strong>da <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>Beam collegata a RCS</strong></a><strong>.</strong></li>\n</ul>\n<h2>Progettazione delle connessioni in acciaio</h2>\n<ul>\n <li><a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\"><strong>Wizard</strong> <strong>riprogettato</strong></a> per coprire gli <strong>oltre 200 modelli parametrici</strong> <strong>di connessione più tipici</strong>.</li>\n <li><strong>Set di librerie personali e aziendali</strong> accessibili dalla procedura guidata con una casella di ricerca.</li>\n <li>I <a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>modelli parametrici</strong></a> sono stati perfezionati, riducendo gli input necessari a un paio di parametri. Nuova possibilità di <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\"><strong>combinare i modelli parametrici con operazioni personalizzate</strong></a>.</li>\n <li><a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>Sezioni personalizzate</strong></a> in acciaio su misura <a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>condivisibili e memorizzate in MPRL</strong></a>.</li>\n <li>Connessioni bullonate con <a data-item-id=\"ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5\" href=\"\"><strong>definizione di fori asolati sulle piastre selezionate (piastre multiple).</strong></a></li>\n <li><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Miglioramenti regionali</strong></a><strong>: </strong>saldature PJP per il codice EC, ACI 318-19 e ancoraggio per il codice GB (Cina). La lingua inglese dei nostri strumenti è stata adattata alle specificità regionali dei mercati del Regno Unito e degli Stati Uniti.</li>\n <li>Condivisione del modello strutturale tramite <a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\"><strong>Viewer direttamente da Connection</strong></a>. Prestazioni della <strong>scena 3D 10 volte più veloci</strong> per le connessioni complesse, grazie al supporto di nuove informazioni del modello sulle proprietà dei <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">blocchi in calcestruzzo di ancoraggio, dei ferri a taglio</a> o proprietà degli ancoraggi.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Funzionalità del Viewer</strong></a><strong> </strong>ampliate con <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">informazioni aggiuntive sul modello</a> degli ancoraggi e dei blocchi in calcestruzzo.</li>\n</ul>\n<h2>BIM e Checkbot</h2>\n<ul>\n <li><a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\"><strong>I nuovi flussi di lavoro bulk di Checkbot</strong></a><strong> </strong>importano fino a 1000 modelli di nodi, <strong>raggruppamento automatico delle connessioni</strong> con selezione degli <strong>effetti di carico critici</strong>. Calcolo e generazione di report, tutto con un solo clic.</li>\n <li>Stato chiaro dei nodi visibili direttamente nella scena 3D con il salvataggio automatico delle connessioni.</li>\n <li>Collegamento BIM con <strong>Tekla Structures</strong> con <a data-item-id=\"e6865842-1664-4015-aa16-70e79c700dba\" href=\"\">pieno supporto dei modelli di ancoraggio</a>.</li>\n <li>Nuovo <a data-item-id=\"6fdde728-ceeb-4fdf-b42f-21f2fc86f40b\" href=\"\"><strong>collegamento BIM con Midas NX</strong></a><strong> </strong>e <a data-item-id=\"4a748abe-c756-476c-a510-7a800fd062e7\" href=\"\"><strong>plugin Grasshopper</strong></a> aggiornato alle nuove API di connessione.</li>\n <li>Verifica la compatibilità del tuo software nell'elenco delle <a data-item-id=\"7b02dc99-b67b-4c35-8eef-c99b48e28860\" href=\"\"><strong>versioni supportate in 25.0.</strong></a></li>\n</ul>\n<h2>Usabilità e licenze</h2>\n<ul>\n <li><a data-item-id=\"31249a64-d058-4a63-ae77-bdb65da4d67e\" href=\"\"><strong>La nuova app Launcher</strong></a>, la finestra iniziale del toolbox di IDEA StatiCa, offre le informazioni e le novità più rilevanti per ogni utente.</li>\n <li>Il Portale utenti offre nuove opzioni self-service per gli amministratori delle licenze per la <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#self-service\"><strong>gestione degli account utente</strong></a><strong>,</strong> insieme al <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#activity-score\"><strong>punteggio dell'esperienza</strong></a> degli utenti e al cruscotto di e-learning aggiornato.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b78e8b3b_c07d_01ee_b183_0c001a1206b5\"></object>"
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"urlSlug": "calcolo-degli-ancoraggi-con-stand-off",
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{
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{
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{
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{
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{
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{
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{
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"urlSlug": "imperial-rounding-improvements-in-detail",
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},
{
"codename": "equivalent_time_for_deflection",
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{
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{
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{
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{
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"linkId": "da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c",
"urlSlug": "impostazione-predefinita-dei-carichi-in-equilibrio",
"type": "support_center_article"
},
{
"codename": "rn_22_0__fatigue_improvements",
"linkId": "a2f4a486-315f-4571-a9b3-abdcfff0b7a8",
"urlSlug": "analisi-della-fatica-come-vengono-visualizzati-i-risultati",
"type": "support_center_article"
},
{
"codename": "rn_21_1__through_bolts_for_hollow_sections_warning",
"linkId": "f89307a5-4bac-4632-bb5f-1a2586f199a3",
"urlSlug": "warning-per-i-bulloni-passanti-in-sezioni-cave-rettangolari",
"type": "support_center_article"
},
{
"codename": "rn22_0__update_of_eccentricity_definition_of_norma",
"linkId": "293fcced-8994-4a81-a805-88267657c66a",
"urlSlug": "update-of-eccentricity-definition-of-a-normal-force-for-concrete-columns-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_0",
"linkId": "29c317b9-212a-4207-8b4f-16d75c99ea4d",
"urlSlug": "release-notes-idea-statica-22-0",
"type": "support_center_article"
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{
"codename": "rn_21_1__bearing_type_options_for_bolts",
"linkId": "c3e0558d-c799-44e3-8961-57cdbc9434d9",
"urlSlug": "bearing-type-options-for-bolts-in-version-21-1-and-onwards",
"type": "support_center_article"
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{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
},
{
"codename": "rn_21_1__slip_resistance_check_update_according_to",
"linkId": "7510a749-ad18-4a34-bacf-44b7b9647bde",
"urlSlug": "slip-resistance-check-update-according-to-sp-16",
"type": "support_center_article"
},
{
"codename": "rn_22_0__connection_browser_ii",
"linkId": "f15a7793-7b4f-4714-b8aa-13f6579d95e6",
"urlSlug": "company-sets-selection-in-the-connection-browser",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_1",
"linkId": "6e8b2b16-b334-4518-9317-cf64b8503410",
"urlSlug": "note-di-rilascio-idea-statica-steel-concrete-21-1",
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{
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"urlSlug": "solutore-cbfem-aggiornato",
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{
"codename": "condensed_elements",
"linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599",
"urlSlug": "superelementi-condensati-invisibili-ma-essenziali",
"type": "blog_post"
},
{
"codename": "differences_in_results_between_version_21_and_olde",
"linkId": "d6b52773-3d62-47c6-b200-ea5d94f669b8",
"urlSlug": "analysis-model-improvements-in-idea-statica-version-21-0",
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"linkId": "d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50",
"urlSlug": "note-di-rilascio-idea-statica-steel-concrete-21-0",
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{
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"urlSlug": "an-improved-model-of-contacts",
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{
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"urlSlug": "connecting-plate-eccentricity",
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"urlSlug": "release-notes-idea-statica-steel-20-1",
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{
"codename": "release_notes_idea_statica_steel_20",
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"urlSlug": "release-notes-idea-statica-steel-20",
"type": "support_center_article"
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{
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"linkId": "2c50b5cb-2dde-450d-89bd-989d1b561084",
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"value": "<h2>Compatibilità della versione</h2>\n<p>La versione del software IDEA StatiCa (ad esempio, 22.1.3.0789) è descritta da un numero rappresentato dalla versione maggiore (22), dalla versione minore (.1), dal numero di patch (.3) e dal numero di build (.0789).</p>\n<p>Ogni versione maggiore e minore delle applicazioni IDEA StatiCa modifica i dati del progetto e ne rende impossibile l'utilizzo nelle versioni precedenti. Ciò significa che se si crea o si salva un progetto nella versione 22.1, non è possibile aprirlo nella versione 22.0.</p>\n<p>Tuttavia, le patch all'interno della stessa versione sono compatibili, quindi se si crea o si salva un progetto nella patch 22.1.3, è ancora possibile aprirlo nella patch 22.1.0.</p>\n<p>I servizi cloud, come il <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, generano sempre file di progetto nell'ultima versione e patch rilasciata di IDEA StatiCa.</p>\n<h2>Aprire un vecchio progetto in una versione più recente</h2>\n<p>I modelli progettati in versioni precedenti di IDEA StatiCa possono presentare differenze quando si passa alla versione più recente. Quando si esegue l'aggiornamento a una versione più recente del programma, si possono riscontrare alcune differenze associate all'apertura di modelli creati in versioni precedenti.</p>\n<p>Per essere aggiornati, leggere le <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">note di rilascio</a> per ogni versione maggiore e minore rilasciata, insieme agli aggiornamenti delle patch e agli <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">elenchi dei bug risolti</a>.</p>\n<p>Di seguito sono elencate le modifiche più importanti per ogni nuova versione del programma, che possono comportare alcuni cambiamenti nei risultati:</p>\n<h3>Cambiamenti nella versione 25.1</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aggiornamento della mesh FEM per le membrature CHS</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Analisi a gradini in un membro</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Calcolo del buckling di modelli con perni</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Avviso di grande deformazione</a></li>\n</ul>\n<p>CALCESTRUZZO</p>\n<p>Sono stati apportati diversi miglioramenti essenziali al modello di analisi sottostante. La maglia degli ancoraggi è stata perfezionata, la rigidezza del legame è stata ricalibrata e l'intero sistema di vincoli tra gli ancoraggi e il blocco di calcestruzzo è stato migliorato per riflettere meglio il comportamento reale del carico-scivolamento. Inoltre, l'interazione di contatto che rappresenta l'appoggio degli ancoraggi contro il calcestruzzo sotto carico di taglio è stata messa a punto sulla base di ricerche interne, di vari studi e delle indicazioni del codice. Complessivamente, questi affinamenti migliorano il realismo del meccanismo di trasferimento del carico, il che significa che i risultati possono differire dalle versioni precedenti: in genere sono più realistici e meno conservativi, pur rimanendo sicuri.</p>\n<p>Leggi i <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">punti salienti</a> e l'<a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">elenco completo dei miglioramenti</a> nelle Note di rilascio IDEA StatiCa 25.1.</p>\n<h3>Cambiamenti nella versione 25.0</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Analisi geometrica non lineare</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Area di diffusione della saldatura</a></li>\n</ul>\n<p>Leggi i <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">punti salienti</a> e l'<a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">elenco completo dei miglioramenti</a> nelle Note di rilascio IDEA StatiCa 25.0.</p>\n<h3>Modifiche alla versione 24.1</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Selezione automatica del codice per la verifica dell'ancoraggio</a></li>\n <li><a data-item-id=\"a95d0367-397c-47fb-acb2-c07bc54afba5\" href=\"\">Miglioramento della retinatura intorno ai fori dei bulloni e dei perni</a></li>\n</ul>\n<p>CALCESTRUZZO</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Il dettaglio 3D è uscito dalla BETA</a> e verificato per l'ancoraggio</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Trasferimento del taglio</a> attraverso gli ancoraggi, le alette di taglio e l'attrito</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Flessione torsionale laterale</a> (solo Eurocodice)</li>\n</ul>\n<p>Leggi i <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">punti salienti</a> e l'<a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">elenco completo dei miglioramenti</a> nelle Note di rilascio di IDEA StatiCa 24.1.</p>\n<h3>Modifiche alla versione 24.0</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Avviso di carico fuori superficie in Membro</a> (patch 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Estensione dell'elemento con l'operazione di taglio</a></li>\n</ul>\n<p>CALCESTRUZZO</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Calcolo accurato della resistenza al taglio dei solai</a> (patch 23.1.2)</li>\n</ul>\n<p>SERVIZI BIM e CLOUD</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Hub di progettazione strutturale gratuito per tutti i FEA e CAD supportati</a>, e cessazione dei plugin gratuiti del Viewer</li>\n</ul>\n<p>Leggete i <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">punti salienti</a> e l'<a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">elenco completo dei miglioramenti</a> nelle note di rilascio di IDEA StatiCa 24.0.</p>\n<h3>Cambiamenti nella versione 23.1</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Saldature - autodesign, input, avvertenze, visualizzazione</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Inserimento e visualizzazione della posizione della forza di taglio</a> (dalla patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Riduzione della resistenza allo snervamento per i profilati cavi in acciaio ad alta resistenza</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Avvertimento per le saldature e i bulloni che collegano le stesse piastre</a> (dalla patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Riconoscimento delle piastre di riempimento (</a> dalla patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Miglioramento dei dettagli per i bulloni e le saldature nell'Eurocodice</a> (dalla patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limitazioni alle verifiche degli ancoraggi</a> (dalla patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Calcolo dettagliato dei valori dei materiali di progetto delle connessioni visualizzati nella tabella dei risultati delle piastre</a></li>\n <li>Materiali AISC per acciaio e bulloni per AISC360-22 (dalla patch 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Rilevamento delle singolarità nei membri</a> (dalla patch 23.0.3)</li>\n</ul>\n<p>CALCESTRUZZO</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Progressi nella verifica del codice di interazione in RCS</a> (dalla patch 23.0.2)</li>\n</ul>\n<p>Leggete l'elenco completo dei miglioramenti nelle <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Note di rilascio IDEA StatiCa 23.1</a>.</p>\n<h3>Cambiamenti nella versione 23.0</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Controlli di qualificazione delle connessioni sismiche prequalificate per AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aggiornamento delle norme ANSI/AISC 360-22, CSA S16:19 e delle sezioni Taiwain</a></li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ancoraggi con stand-off (</a> dalla patch 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Aggiornamenti dell'Eurocodice per gli elementi a parete sottile e gli ancoraggi</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Miglioramenti al dettaglio per bulloni e saldature in Eurocodice</a> (dalla patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limitazioni alle verifiche degli ancoraggi</a> (dalla patch 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indicizzazione dei bordi nei modelli di membri e connessioni</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Selezione del carico estremo</a> (dalla patch 22.1.3)</li>\n</ul>\n<p>CALCESTRUZZO</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Funzione di verifica limitata delle sollecitazioni in Dettaglio</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementazione delle perdite a lungo termine in Dettaglio</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Miglioramenti per ACI 318-19 in Dettaglio</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Miglioramenti per l'arrotondamento imperiale in Dettaglio</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Tempo equivalente per la deflessione in Beam</a> (dalla patch 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Maglia triangolare in Membro in calcestruzzo</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Miglioramenti alla verifica del codice di interazione in RCS</a> (dalla patch 23.0.2)</li>\n</ul>\n<p>Leggete l'elenco completo dei miglioramenti nelle <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Note di rilascio IDEA StatiCa 23.0</a>.</p>\n<h3>Modifiche alla versione 22.1</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Angolo rispetto alla fibratura delle connessioni acciaio-legno</a></li>\n</ul>\n<p>CALCESTRUZZO</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">Solutore GMNIA esteso agli effetti di taglio e torsione</a></li>\n</ul>\n<p>Leggete l'elenco completo dei miglioramenti nelle <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Note di rilascio IDEA StatiCa 22.1</a>.</p>\n<h3>Modifiche alla versione 22.0</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Carichi in equilibrio per impostazione predefinita</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Analisi di fatica: come vengono visualizzati i risultati</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Avviso sui bulloni passanti per le sezioni cave</a></li>\n <li>Aggiornamento di Connection Lite</li>\n</ul>\n<p>CALCESTRUZZO</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Aggiornamento della definizione di eccentricità di una forza normale per colonne in calcestruzzo secondo l'Eurocodice</a></li>\n</ul>\n<p>Leggete l'elenco completo dei miglioramenti nelle <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Note di rilascio IDEA StatiCa 22.0</a>.</p>\n<h3>Modifiche alla versione 21.1</h3>\n<p>ACCIAIO</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Opzioni del tipo di cuscinetto per i bulloni nella versione 21.1 e seguenti</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Controlli delle saldature specifici secondo l'Eurocodice (EN) e la norma indiana (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aggiornamento della verifica della resistenza allo scorrimento secondo SP 16</a></li>\n</ul>\n<p>Per gli utenti di <strong>Template Manager</strong>, utilizzare la versione 21.1 per <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">trasferire i progetti nella nuova Connection Library</a>.</p>\n<p>Leggi l'elenco completo dei miglioramenti nelle <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Note di rilascio IDEA StatiCa 21.1</a>.</p>\n<h3>Cambiamenti nella versione 21.0</h3>\n<p>Il cambiamento più importante rispetto alla versione 21.0 riguarda il modello analitico delle membrature in Connection; si prega di leggere l'articolo <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Updated CBFEM solver</a> e il post <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Condensed superelements - invisible but essential</a>. L'impatto delle modifiche è descritto anche nell'articolo <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Miglioramenti del modello analitico in IDEA StatiCa versione 21.0</a>.</p>\n<p>Leggete l'elenco completo dei miglioramenti in <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Note di rilascio IDEA StatiCa 21.0</a>.</p>\n<h3>Cambiamenti nella versione 20.1</h3>\n<p>Qui segnaliamo gli articoli che descrivono le principali differenze tra la versione precedente e quella più recente.</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Modello migliorato dei contatti</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Modello aggiornato delle saldature di testa</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Distanze dei cuscinetti dei bulloni per l'Eurocodice</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Eccentricità della piastra di collegamento</a></li>\n</ul>\n<p>Leggete l'elenco completo dei miglioramenti nelle <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Note di rilascio IDEA StatiCa Steel 20.1</a> e nelle <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Note di rilascio IDEA StatiCa Concrete 20.1</a>.</p>\n<h3>Modifiche alla versione 20</h3>\n<p><strong>Rifattorizzazione delle operazioni di produzione dei tacchetti</strong></p>\n<p>Nella versione precedente, l'operazione di fabbricazione dei tacchetti a volte faceva scambiare le gambe della sezione trasversale L, soprattutto durante la rotazione dell'elemento lungo l'asse longitudinale. D'ora in poi, le sezioni a L sono posizionate correttamente e l'orientamento delle gambe viene mantenuto invariato durante la rotazione dell'elemento. Il nuovo meccanismo si basa sul nuovo posizionamento dell'elemento (in base alle sue coordinate LCS e non alle sue rotazioni).</p>\n<p><strong>Sistemi di coordinate locali delle membrature nelle applicazioni FEA/CAD</strong></p>\n<p>Tutte le entità membro nelle applicazioni FEA/CAD sono create in modo che il loro asse di definizione abbia un inizio e una fine. Questi due punti vengono presi come vettore per definire il sistema di coordinate locali del membro. In ogni progetto di applicazione FEA/CAD queste informazioni sono memorizzate e possono essere utilizzate durante l'importazione. Ne abbiamo approfittato e ciò contribuisce a migliorare la correttezza dell'importazione della geometria del collegamento BIM. D'altra parte, questo cambia le regole del gioco e l'utente deve prestare attenzione al modo in cui il modello viene creato in FEA/CAD, perché ha un impatto anche sul modello CBFEM Connection. Si raccomanda di prestare attenzione durante l'importazione da progetti FEA/CAD nella versione 20, poiché il sistema di coordinate locali dei membri può modificare il modello e la differenza rispetto al modello importato nelle versioni precedenti è evidente.</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=\"\"></figure>\n<p><strong>Compatibilità dei progetti delle applicazioni dei membri</strong></p>\n<p>L'applicazione IDEA StatiCa Member passa attraverso uno sviluppo agile, soprattutto per quanto riguarda l'architettura di archiviazione dei dati e l'interfaccia utente guidata. Per questo motivo è ovvio che i progetti creati nelle versioni precedenti potrebbero non essere aperti correttamente nella versione 20 o l'applicazione potrebbe non riuscire ad aprirli. Si prega di tenerne conto e di scusare IDEA StatiCa per l'inconveniente.</p>\n<p>Leggete l'elenco completo dei miglioramenti nelle <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Note di rilascio IDEA StatiCa Steel 20.0</a> e nelle <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Note di rilascio IDEA StatiCa Concrete 20.0</a>.</p>\n<h3>Cambiamenti nella versione 10.1 e precedenti</h3>\n<p>Una delle ragioni alla base della nuova interfaccia grafica è che molti ingegneri dicevano: \"IDEA StatiCa Connection deve essere più a prova di errore\". Questi \"errori\" sono solitamente legati a:</p>\n<ul>\n <li>Impostazione della <strong>lunghezza</strong> corretta <strong>delle membrature</strong>: in caso di membrature estremamente corte o lunghe, ciò può influenzare enormemente i risultati. Dalla versione 9, IDEA StatiCa Connection imposta automaticamente la lunghezza appropriata di tutte le membrature.</li>\n <li><strong>Saldature </strong>- La ridistribuzione plastica delle sollecitazioni è di gran lunga il metodo di progettazione più accurato per le saldature ed è stato introdotto nella versione 7.1. Durante la versione 8 - e come periodo di transizione - è stato il metodo predefinito, coesistendo con gli altri metodi di valutazione. Dalla versione 9, questo metodo è l'unica opzione disponibile e gli altri metodi di valutazione sono stati eliminati, per evitare confusione tra gli utenti, come abbiamo visto attraverso il nostro helpdesk. Ciò garantisce che tutte le saldature del progetto siano progettate in modo sicuro e conformi al codice.</li>\n</ul>\n<p>Dalla versione 9.0 abbiamo implementato diversi <strong>meccanismi di controllo</strong> per IDEA StatiCa Connection: controllo automatico quando la connessione è modellata in modo raccomandabile (controllo delle singolarità, lunghezze dei membri, loro offset, ...). Se la connessione non è modellata correttamente, il calcolo viene interrotto o viene visualizzato un messaggio di errore. Si tenga presente che, a causa di tutti questi miglioramenti, l'apertura di progetti di versioni precedenti può portare a una geometria del modello diversa che potrebbe richiedere ulteriori modifiche.</p>\n<p>Abbiamo anche migliorato <strong>la retinatura </strong>delle sezioni cave - IDEA StatiCa Connection dalla versione 9.0 genera una retinatura più fine sulle sezioni cave che potrebbe portare a risultati leggermente diversi rispetto alle versioni precedenti.</p>\n<p>L'avviso di compatibilità viene visualizzato a ogni apertura di un progetto delle versioni precedenti:</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=\"\"></figure>"
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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25dd2205_6767_0158_a83d_1f824caae318\"></object>\n<p>Accanto ai <a href=\"https://preview.ideastatica.com/idea-statica-25-1-release-highlights\">punti salienti della versione 25.1</a>, leggete l'elenco completo delle nuove funzionalità:</p>\n<h2>Progettazione del calcestruzzo</h2>\n<p><strong>Detail</strong></p>\n<p>Analisi 3D</p>\n<ul>\n <li><a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Tipi di ancoraggio (headed studs, piastre a rondella, barre di armatura lisce)</a></li>\n <li><a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Aggiornamento delle piastre cast-in</a></li>\n <li><a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Opzioni per le piastre di ancoraggio</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/operazioni-di-modellazione-volume-negativo-piano-di-taglio-e-taglio#25-1-riferiti-al-centro\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Ancoraggi saldati alla piastra di base e riferiti al centro</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/carichi-e-combinazioni#lo-stub\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Stub di un elemento in acciaio per il trasferimento del carico</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/codice-australiano-per-detail#ancoraggio-codice-australiano\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Codice australiano per l'ancoraggio</a></li>\n</ul>\n<p>Analisi 2D</p>\n<ul>\n <li><a data-item-id=\"1292bf28-f868-4b04-83fa-add42c2b060b\" href=\"\">Trefoli non ancorati</a></li>\n <li><a data-item-id=\"182f8ba8-899b-44fc-a1c7-59d562ef8c6c\" href=\"\">Barre lisce</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/codice-australiano-per-detail#codice-australiano-della-precompressione\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Codice australiano per la precompressione</a></li>\n</ul>\n<p>Miglioramenti comuni</p>\n<ul>\n <li><a data-item-id=\"e2072e23-d102-479f-b977-a0f9d46a3ca6\" href=\"\">Rappresentazione avanzata dei risultati</a></li>\n <li><a data-item-id=\"6276678a-d51d-4c58-ae53-9cefd64caffe\" href=\"\">Classi di calcestruzzo del Regno Unito</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/it/support-center/instabilita-latero-torsionale-per-travi-prefabbricate#rn25-1-risultati-ltb\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Risultati LTB inclusi in Beam</a> e definizione della <a href=\"https://ideastatica.com/support-center/lateral-torsional-buckling-for-prefabricated-beams#rn25-1-rotational-stiffness\" data-new-window=\"true\" title=\"https://www.ideastatica.com/it/support-center/instabilita-latero-torsionale-per-travi-prefabbricate#rn25-1-rigidezza-rotazionale\" target=\"_blank\" rel=\"noopener noreferrer\">rigidezza torsionale</a></li>\n</ul>\n<h2>Progettazione dell'acciaio</h2>\n<p>Miglioramenti nella progettazione degli ancoraggi</p>\n<ul>\n <ul>\n <li><a href=\"https://www.ideastatica.com/it/support-center/progettazione-avanzata-di-ancoraggio-e-tipi-di-ancoraggi-in-idea-connection#25-1-anchor-types\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Selezione del tipo di ancoraggio per una maggiore comprensibilità</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/progettazione-avanzata-di-ancoraggio-e-tipi-di-ancoraggi-in-idea-connection#25-1-cast-in-plates\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Piastre cast-in (Eurocodice)</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/progettazione-avanzata-di-ancoraggio-e-tipi-di-ancoraggi-in-idea-connection#25-1-more-base-plates-one-block\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Ancoraggio su piani diversi</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/progettazione-avanzata-di-ancoraggio-e-tipi-di-ancoraggi-in-idea-connection#25-1-anchors-on-edges\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Due piastre di base (operazioni) in un unico blocco</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/progettazione-avanzata-di-ancoraggio-e-tipi-di-ancoraggi-in-idea-connection#25-1-general-anchors\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Database generale degli ancoraggi</a></li>\n </ul>\n</ul>\n<p>Miglioramenti nei modelli di progettazione</p>\n<ul>\n <ul>\n <li><a href=\"https://www.ideastatica.com/it/support-center/combinazione-di-modelli-parametrici-e-operazioni#25-1-more-templates\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Modelli multipli applicabili a un modello</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/modelli-parametrici-nella-connection-library#25-1-predefined-set\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Miglioramenti del set predefinito</a></li>\n <li><a data-item-id=\"420032ee-9900-4606-bf26-378e996cd665\" href=\"\">Importazione massiva di modelli nella Connection Library</a></li>\n </ul>\n</ul>\n<p>Personalizzazione dei progetti</p>\n<ul>\n <ul>\n <li><a href=\"https://www.ideastatica.com/it/support-center/come-creare-ed-esportare-un-report-in-file-ms-word-pdf-o-dxf#25-1-Report-settings\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Salvataggio delle impostazioni predefinite nella relazione per ogni progetto Connection</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/salvataggio-di-sezioni-definite-dall-utente-in-mprl#MPRL-25-1\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Salvataggio della sezione generica in MPRL</a></li>\n </ul>\n</ul>\n<p>Miglioramenti regionali</p>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-WTsections\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Aggiunta di sezioni WT alla libreria (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-ACI318-25\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Implementazione di ACI 318-25 (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-anchorage-IS\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verifiche di ancoraggio nella norma indiana (IS)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-new-languages\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Nuove lingue: bulgaro, croato, ucraino e cinese tradizionale.</a></li>\n </ul>\n</ul>\n<p>Accuratezza dei risultati, sicurezza del progetto</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/it/support-center/risultati-uniformi-con-mesh-precise#25-1-CHS-mesh\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Aggiornamento della mesh FEM per i membri del CHS</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/solutore-cbfem-aggiornato#member-calculation-25-1\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Analisi per steps a gradini in Member</a></li>\n <li><a href=\"https://ideastatica.com/support-center/steel-pins#25-1-pin-buckling\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Calcolo del buckling di modelli con perni</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/analisi-della-connessione-0-o-non-raggiunge-il-100#warning-big-deformation\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Avviso di grande deformazione</a></li>\n</ul>\n<h2>BIM e Checkbot</h2>\n<p>Flussi di lavoro Checkbot</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/it/support-center/checkbot-flussi-di-lavoro-bim-di-massa#alignment-of-members-by-cross-section\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Allineamento delle membrature in base alla sezione</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/checkbot-flussi-di-lavoro-bim-di-massa#calculate-buckling-analysis-for-all-connections\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Calcolo dell'analisi di instabilità per tutte le connessioni</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/flussi-di-lavoro-massivi-e-filtro-di-carico-critico-in-checkbot#bulk-calculation-progress-bar-and-cancel\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Barra di avanzamento del calcolo e annullamento</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/flussi-di-lavoro-massivi-e-filtro-di-carico-critico-in-checkbot#bulk-report-for-all-connections-in-the-Checkbot-project\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Report di massa per tutte le connessioni del progetto Checkbot</a></li>\n</ul>\n<p>Collegamenti BIM</p>\n<ul>\n <li><a data-item-id=\"b3d3da84-9c37-4296-8df1-643f1f87dacd\" href=\"\">Collegamento BIM ETABS e SAP2000 al Detail</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/sito-web-della-documentazione-api-sviluppatore#connection-api-functions-update\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Aggiornamento delle funzioni API di connessione</a></li>\n <li><a data-item-id=\"eafb9bb3-40dd-4541-a819-c970430ce001\" href=\"\">Collegamenti BIM supportati nella versione 25.1</a></li>\n</ul>\n<h2>Strumenti cloud e miglioramenti generali</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/it/support-center/connection-library-il-piu-grande-database-di-connessioni-in-acciaio-scaricabili#Bookmarks-in-CL\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Segnalibri per la libreria di connessioni</a></li>\n <li><a href=\"https://www.ideastatica.com/it/support-center/collegamento-diretto-da-connection-a-viewer#Link-shared-via-email\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Progetto di connessione condiviso via e-mail</a></li>\n <li><a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\">I tooltip estesi nelle app aiutano a fare chiarezza</a></li>\n</ul>\n<object type=\"application/kenticocloud\" 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"value": "<p>In aggiunta ai <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">punti salienti della versione 24.1</a>, leggi l'elenco completo delle nuove funzionalità:</p>\n<h2>Progettazione del calcestruzzo</h2>\n<p><strong>Detail 3D (solo Eurocodice)</strong></p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Il Detail 3D non è più in versione</a><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"> BETA</a> ed è stato verificato per l'ancoraggio.</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Trasferimento del taglio</a> tramite Ancoraggi, Ferro a taglio a Taglio e Attrito</li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Esportazione di connessioni complete con nuove entità</a></li>\n <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Miglioramento dell'interpretazione dei risultati</a> - Sezioni, verifica delle sollecitazioni e Background teorico</li>\n <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Griglie del piano di lavoro</a> per la progettazione di nuove entità</li>\n <li>Miglioramento delle maglie più fini intorno agli ancoraggi e della stabilità dell'app</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Nuovi modelli</a> (solo Eurocodice)</li>\n <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Combinazione SLE migliorata</a> (solo Eurocodice)</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rigidezza per appoggi puntuali</a></li>\n</ul>\n<p><strong>Trave</strong></p>\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Instabilità latero-torsionale</a> (solo Eurocodice)</li>\n</ul>\n<h2>Progettazione in acciaio</h2>\n<ul>\n <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Strumento di misura in IDEA Connection</a></li>\n <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Gestione più fluida delle voci di progetto e dei materiali</a></li>\n <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Multiselezione e multiedit nella Connessione</a></li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Risposta rapida dell'app con annullamento rapido dei calcoli</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-project-item-and-material-management#buckling-in-every-project\">Calcoli di buckling nel menu di backstage</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/regional-improvements-in-24-1#Theoretical-background-in-Report-updated\">Aggiunta dello sfondo teorico IT + PT nella relazione</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/how-to-import-a-plate-from-dxf#Smooth-import-of-plate-shape-from-dxf\">Importazione fluida della forma della piastra da dxf</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\">Miglioramenti ai modelli di progettazione parametrica</a></li>\n <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Miglioramenti regionali</a></li>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Selezione automatica del codice per la verifica dell'ancoraggio</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Miglioramento della mesh intorno ai fori dei bulloni e dei perni</a></li>\n</ul>\n<h2>BIM and Checkbot</h2>\n<ul>\n <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Strumenti di multi-gestione e raggruppamento in Checkbot</a></li>\n <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parametri resi utili per tutti</a></li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Importazioni FEA più veloci del 60% in Checkbot</a></li>\n <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plugin HILTI PROFIS in Checkbot</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\">Esportazione IFC da Checkbot</a></li>\n <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Importazione avanzata di connettori da strumenti CAD</a></li>\n <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Collegamenti BIM supportati nella versione 24.1</a></li>\n</ul>\n<h2>Usability and Licensing</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Impostazioni del progetto</a></li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Preferenze condivise su tutta la gamma di strumenti</a></li>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Single Sign-on per l'uso 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"value": "<h2>Novità più importanti della versione 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"be378d7a_f42e_013f_a98b_e7f10343af7f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Progettazione in calcestruzzo</h2>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>Detail 3D è verificato</strong></a> e pronto per la progettazione strutturale degli <strong>ancoraggi in 3D</strong> tenendo conto dell'<strong>armatura reale, </strong>risolvendo il problema degli ancoraggi<strong> </strong>vicino al bordo del calcestruzzo.</li>\n <li>Nuova<strong> </strong>Analisi dell'<a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>instabilità latero-torsionale</strong></a> nell'applicazione<strong> Beam</strong> e <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>combinazioni SLE</strong></a> in <strong>Detail </strong>per la <strong>progettazione di elementi prefabbricati</strong>.</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Modelli già pronti per il Detail 2D</strong></a><strong> </strong>rendono l'inizio del processo di modellazione una questione di secondi.</li>\n</ul>\n<h2>Progettazione delle connessioni in acciaio</h2>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>Modelli parametrici</strong></a> per connessioni in acciaio tipiche o ripetitive. 50 modelli predefiniti in IDEA e la possibilità di creare modelli personalizzati.</li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Velocizzazione dell'app Connection</strong></a> con avvio dell'applicazione più breve, risposte più rapide nel menu Backstage, presentazioni dei risultati e <strong>utilizzo della memoria ottimizzati </strong>per<strong> </strong>grandi progetti risolti.</li>\n <li><strong>Miglioramenti dell'interfaccia utente: </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">gestione fluida degli elementi del progetto e dei materiali</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">strumento di misura</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">multiselezione/multiedit</a> e <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">importazione di piastre da disegno DXF</a>.</li>\n <li><strong>Miglioramenti all'Eurocodice </strong>: contiene la selezione del codice tra 1993-1-8 e 1992-4. <strong>Canada e Australia</strong> sono serviti con le <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#PJP-welds-for-CSA-and-AS\">saldature PJP,</a> il <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Update-of-cross-section-and-material-databases\">database delle forme AISC v16.0 aggiornato</a> e le<a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#material-defaults-aisc-as\"> impostazioni predefinite dei materiali</a>.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Funzionalità del Viewer</strong></a><strong> </strong>sono state potenziate per la cooperazione di gruppo grazie alla condivisione dei modelli tramite <strong>collegamenti ipertestuali URL</strong> e alla <strong>gestione dei collegamenti</strong>. Sono state aggiunte <a href=\"https://www.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#The-right-Property-panel\">ulteriori informazioni sul modello</a>: tipi e dimensioni delle saldature, tipo di modello, connettori a perno, coordinate dello spazio di connessione.</li>\n <li>La<strong> </strong><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>suggerisce progetti esattamente per modelli specifici dal visualizzatore.</li>\n</ul>\n<h2>BIM e Checkbot</h2>\n<ul>\n <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Il plugin Hilti PROFIS</strong></a> consente agli oltre 200.000 utenti attuali di Hilti di esportare carichi, materiali e sezioni dalla loro applicazione FEA a Hilti PROFIS Engineering attraverso Checkbot.</li>\n <li>I progetti di connessione applicabili ai <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>gruppi di nodi in Checkbot</strong></a> vengono creati automaticamente in base alla geometria e alla sezione trasversale o alla selezione definita dall'utente.</li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Velocità dell'applicazione aumentata</strong></a> del 60% e apertura di progetti con 1000 nodi in pochi secondi.</li>\n <li>Esportazione ampliata con l'<a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\"><strong>esportazione IFC</strong></a> per file semplici o a più connessioni.</li>\n <li>Verificate la compatibilità con il vostro software nell'elenco delle <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>versioni supportate in 24.1.</strong></a></li>\n</ul>\n<h2>Usabilità e licenze</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nuove impostazioni di progetto</strong></a> con esportazione e condivisione, con possibilità di regolazione per gli allegati nazionali.</li>\n <li>Tipo di <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Licenza Single Sign-on (SSO)</strong></a> disponibile per tutti i clienti Enterprise.</li>\n <li>Gli amministratori delle licenze possono vedere i<strong> </strong><a href=\"https://www.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\"><strong>rapporti di utilizzo mensili</strong></a><strong> </strong>delle applicazioni IDEA StatiCa<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fb358f19_21d8_0133_36dc_aa9045698ad5\"></object>"
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"value": "<p>L'Eurocodice specifica diversi metodi di rottura degli ancoraggi e delle fondazioni in calcestruzzo e li suddivide ulteriormente in base al tipo di carico. In <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">IDEA StatiCa Connection</a>, siamo stati in grado di valutare gli ancoraggi fino ad ora, ma con alcune limitazioni, le valutazioni dovevano essere fatte manualmente.</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>Allo stesso tempo, era impossibile tenere conto del rinforzo dei blocchi di cemento. Questo ora sta cambiando con IDEA StatiCa Detail 3D, che aggiunge ulteriori possibilità. IDEA StatiCa Detail 3D non offre valutazioni come siamo abituati nella norma che le definisce per il calcestruzzo semplice. Tuttavia, con l'analisi agli elementi finiti, possiamo verificare che il calcestruzzo armato soddisferà il carico specificato e, in questo caso, <strong>impedirà il cedimento del calcestruzzo</strong>, che corrisponderebbe a tali condizioni. Le applicazioni funzionano in modo indipendente e possono essere utilizzate separatamente, ma grazie al collegamento tra Connection e Detail è possibile utilizzare Detail anche solo come calcolo supplementare. </p>\n<h2>Forza di trazione</h2>\n<p>L'Eurocodice suddivide il primo tipo di carico (<strong>forza di trazione</strong>) in 6 possibili casi di rottura dell'ancoraggio o del blocco di calcestruzzo (a, b, c, d, e, f) e in altri due per le fondazioni armate (g, h).</p>\n<p>La figura seguente mostra schematicamente quale tipo di rottura è possibile valutare con l'applicazione Connection e quale comportamento può essere coperto dall'uso del cemento armato e, quindi, dall'analisi in Dettaglio. IDEA StatiCa Connection utilizza le formule empiriche dell'Eurocodice (<strong>EN 1992-4-7.2.1</strong>) per la progettazione degli ancoraggi <a href=\"https://www.ideastatica.com/it/support-center/cbfem-come-funziona-conformita-al-codice-validazione-e-verifica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">(<strong>CBFEM</strong>)</a>, mentre IDEA StatiCa Detail si basa completamente sul metodo degli elementi finiti <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">(<strong>3D CSFM</strong>)</a>. Alcune opzioni di valutazione si sovrappongono quindi in entrambe le applicazioni, ma sempre con un metodo diverso.</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>Per la natura dei metodi implementati nel software, <strong>solo il calcestruzzo semplice può essere considerato nel Connection</strong>, mentre <strong>solo il calcestruzzo armato può essere valutato in Detail</strong>.</p>\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>I principali presupposti e limiti dell'analisi per IDEA StatiCa Detail 3D sono menzionati nell'articolo <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Limitazioni note</a>. </p>\n<p><br></p>\n<h4>a) Rottura dell'acciaio</h4>\n<p>La rottura dell'acciaio degli ancoraggi caricati a trazione è verificata in entrambe le applicazioni. La resistenza a trazione dell'ancoraggio è verificata in Connection secondo la seguente formula:</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>In Detail, gli ancoraggi sono verificati come le normali barre armate secondo i diagrammi sforzo-deformazione definiti per i particolari materiali, utilizzando il valore di deformazione limite massimo del 5% (calcolato in base all'effetto di irrigidimento della tensione, come riportato nel Background teorico).</p>\n<h4>b) Rottura del cono di calcestruzzo </h4>\n<p>La rottura conica del calcestruzzo può essere verificata in Connection. Tuttavia, in Connection, l'applicazione può considerare solo il <strong>calcestruzzo semplice</strong>.</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>Pertanto, in caso di rottura del cono in calcestruzzo, è opportuno passare a IDEA StatiCa Detail, dove viene fornita un'analisi dell'intero blocco armato. La resistenza a trazione del calcestruzzo viene conservativamente trascurata, il che significa che la capacità portante per il cono è, in misura considerevole, determinata dalla quantità di armatura specificata. Nell'immagine sottostante, si possono vedere le <strong>direzioni delle tensioni principali</strong> che indicano la forma del cono di cui sopra. Nella parte destra, si possono vedere i valori delle sollecitazioni del calcestruzzo, che sono valutati con i valori limite.</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> c) Rottura a pull-out</h4>\n<p>Questa verifica è nel Connection solo per alcuni casi (vedi la prima immagine in quell'articolo). Un'ulteriore valutazione è necessaria per gli ancoraggi meccanici post-installati. </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>In Detail, è possibile impostare i cosiddetti <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\"><strong>ancoraggi chimici</strong></a> e specificare la <strong>forza di adesione</strong> di progetto in base ai loro parametri tecnici. Gli ancoraggi verranno quindi verificati in base a questi parametri. (Applicabile solo per il calcestruzzo armato.)</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) Rottura combinata del calcestruzzo e a pull-out di elementi di fissaggio inghisati</h4>\n<p>Questo cedimento può essere rilevato solo nel Detail, dove le sollecitazioni del calcestruzzo e le aree di ancoraggio sono valutate con il CSFM 3D. Il meccanismo combinato di estrazione (pull-out) e rottura del calcestruzzo è in Detail basato sui principi definiti sopra e la sua valutazione fa parte della verifica della resistenza del calcestruzzo e dell'ancoraggio. (Applicabile solo per il calcestruzzo armato.)</p>\n<h4>e) Rottura del calcestruzzo per splitting </h4>\n<p>Non è possibile valutarla nel Connection. Nel Detail, la rottura a spacco (per splitting) è di solito un problema del calcestruzzo semplice, pertanto l'uso dell'armatura impedisce il verificarsi di tale meccanismo. E' possibile visualizzare le tensioni e le deformazioni dell'armatura in compressione o in trazione e le tensioni del calcestruzzo in compressione nell'applicazione Detail.</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) Rottura del calcestruzzo per blow-out</h4>\n<p>Per il calcestruzzo semplice, nel Connection è possibile una verifica empirica secondo in accordo all'Eurocodice. </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>Per gli elementi strutturali in calcestruzzo armato è possibile utilizzare il Detail. La rottura per blow-out del calcestruzzo è coperto nell'analisi della resistenza del calcestruzzo. Dove le sollecitazioni di trazione sono trasferite solo dall'armatura (come già precisato in precedenza).</p>\n<h4>Verifiche aggiuntive per blocchi in calcestruzzo armato:</h4>\n<p>Per le fondazioni armate è necessaria un'ulteriore valutazione dell'armatura. La rottura dell'acciaio dell'armatura e la rottura dell'ancoraggio dell'armatura fanno parte della valutazione dell'armatura in Detail. </p>\n<p><strong>g) Rottura per crisi dell'acciaio</strong></p>\n<p><strong>h) Rottura per sfilamento della barra d'armatura dall'ancorante</strong></p>\n<p><br></p>\n<h2>Carico di taglio</h2>\n<p>L'Eurocodice divide il secondo tipo di carico (<strong>forza di taglio</strong>) in 4 possibili casi di rottura dell'ancoraggio o del blocco di calcestruzzo (a, b, c, d) e altri due per plinti rinforzati (e, f). </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>La figura seguente mostra <strong>schematicamente </strong>quale tipo di rottura è possibile valutare con l'app Connection e anche quale comportamento può essere coperto utilizzando il calcestruzzo armato e, quindi, l'analisi in Detail. IDEA StatiCa Connection utilizza formule empiriche dell'Eurocodice (<strong>EN 1992-4-7.2.2</strong>) per la <strong>progettazione degli ancoraggi</strong> <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM)</strong></a>. Tutti i tipi di rottura causati dalla forza di taglio possono essere coperti nell'app Connection. </p>\n<figure data-asset-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" data-image-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5929bf71-34da-46ae-b406-852cc91bcfc6/28.png\" data-asset-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" data-image-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" alt=\"\"></figure>\n<p>Nella versione corrente di IDEA StatiCa Detail 3D beta, c'è una <strong>limitazione </strong>quando <em>la forza di taglio viene trasferita solo dall'attrito tra la piastra di base e il calcestruzzo</em>. Pertanto, tali pareri sono solo indicativi. Anche in questo caso, va sottolineato che è necessario solo il calcestruzzo armato.</p>\n<h4>a) Rottura nell'acciaio senza braccio di leva</h4>\n<p>La rottura dell'acciaio senza braccio di leva degli ancoraggi caricati a taglio viene verificato solo nel Connection. La resistenza a taglio dell'ancoraggio viene verificata in IDEA StatiCa Connection secondo la seguente formula:</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>Poiché in Detail non è disponibile alcuna opzione per caricare l'ancoraggio con una forza di taglio, la valutazione nell'applicazione non è possibile.</p>\n<h4>b) Rottura nell'acciaio con braccio di leva</h4>\n<p>La rottura dell'acciaio con braccio di leva degli ancoraggi caricati a taglio viene verificato solo nel Connection. La resistenza a taglio dell'ancoraggio viene verificata in IDEA StatiCa Connection secondo la seguente formula:</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>Poiché in Detail non è disponibile alcuna opzione per caricare l'ancoraggio con una forza di taglio, la valutazione nell'applicazione non è possibile.</p>\n<h4>c) Rottura del calcestruzzo per pry-out</h4>\n<p>La rottura del calcestruzzo per pry-out degli ancoraggi caricati a taglio viene verificato solo nel Connection. La resistenza a taglio dell'ancoraggio viene verificata in IDEA StatiCa Connection secondo la seguente formula:</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>La capacità del calcestruzzo di resistere a taglio attraverso la piastra di base viene quindi valutata nell'applicazione Detail.</p>\n<h4>d) Rottura del bordo del calcestruzzo</h4>\n<p>La rottura del bordo del calcestruzzo degli ancoraggi caricati a taglio viene verificato solo nel Connection. La resistenza a taglio dell'ancoraggio viene verificata in IDEA StatiCa Connection secondo la seguente formula:</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>La capacità del calcestruzzo di resistere a taglio può essere valutata nell'applicazione Detail solo se è presente una piastra di base che dovrebbe trasferire la forza di taglio. </p>\n<h4>Verifiche aggiuntive per blocchi in calcestruzzo armato:</h4>\n<p>Per le fondazioni armate, è necessaria un'ulteriore valutazione dell'armatura. La crisi dell'armatura in acciaio e dell'ancoraggio fa parte della valutazione dell'armatura in IDEA StatiCa Detail. </p>\n<p><strong>e) Rottura per crisi dell'acciaio dell'armatura supplementare</strong></p>\n<p><strong>f) Rottura per sfilamento dell'armatura supplementare dall’ancorante</strong></p>\n<p><br></p>\n<h2>Conclusioni</h2>\n<p>Il vantaggio più significativo si riscontra in esempi quali l'ancoraggio vicino a un bordo e altri casi in cui il calcestruzzo semplice non soddisfa il carico richiesto. Si noti che gli ancoraggi e i capicorda a taglio devono essere ulteriormente valutati in Connection, ma insieme questi due strumenti software forniscono una soluzione completa.</p>\n<p>A causa del metodo e del modo in cui è progettata l'applicazione, l'applicazione <strong>Detail è adatta solo per la verifica di fondazioni armate</strong>. </p>"
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"value": "<p>Si potrebbe dire: \"Basta progettare ciò che lo standard ci consente esplicitamente\". Ma facciamo un controllo della realtà: semplicemente non è così che funziona, sia per gli spazi ristretti che per i requisiti tecnici e architettonici. E così, <strong>ancoraggi</strong> che potrebbero essere considerati \"al limite\" (in senso figurato) - o meglio, tipi specifici di ancoraggio - si possono vedere intorno a noi. Molti casi sono stati calcolati con precisione e verificati con metodi più avanzati (anche se ciò ha richiesto un tempo eccessivamente lungo). Tuttavia, molti casi non sono stati probabilmente valutati con la dovuta attenzione.</p>\n<p>Da qualche tempo IDEA StatiCa sta cambiando e spingendo in avanti la progettazione delle connessioni in acciaio, delle membrature in acciaio e calcestruzzo e dei dettagli in calcestruzzo. Non si tratta di semplificare il flusso di lavoro attraverso il calcolo computerizzato, ma soprattutto di metodi innovativi che ci permettono di progettare ciò che prima era impensabile. Il nostro ultimo risultato, il <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">rilascio di<strong> </strong>IDEA StatiCa Detail 3D</a>, estende ancora di più le possibilità di progettazione rispetto al passato.</p>\n<p>Se fate parte del gruppo che lotta per giorni con i progetti di ancoraggio o si affida esclusivamente all'esperienza, ma poi non dorme sonni tranquilli, continuate a leggere.</p>\n<h2>Apri le porte a nuove possibilità</h2>\n<p>Se vi occupate di strutture di ancoraggio, probabilmente vi vengono in mente diversi casi che vi hanno messo in difficoltà. Ecco alcuni esempi che abbiamo recentemente identificato come molto difficili da progettare utilizzando solo le pratiche standard. Tuttavia, con l'aiuto dei nostri strumenti <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> e Detail, sta diventando possibile progettare in un tempo relativamente ragionevole.</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>Figura 1: Ancoraggi multipli in un blocco di calcestruzzo</em></p>\n<ul>\n <li><strong>Ancoraggio vicino al bordo</strong> - L'ancoraggio vicino al bordo è quasi impossibile da progettare senza armatura a causa del modo in cui il calcestruzzo cede (rottura del cono e altro). La valutazione dell'ancoraggio nel calcestruzzo armato è di per sé laboriosa; per maggiori dettagli, consultare questo articolo: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>Non dovrete più lottare con la progettazione degli ancoraggi</em></a>. Tuttavia, Detail (modalità 3D) è specificamente progettato per questi casi - il <strong>calcestruzzo armato</strong>. Aggiungendo l'armatura, si possono prevenire modalità di rottura che altrimenti si verificherebbero nel calcestruzzo semplice. Allo stesso tempo, l'utilizzo di un metodo agli elementi finiti avanzato (<strong>CSFM 3D</strong>) e la sua implementazione in Detail rendono relativamente semplice un compito molto complesso.</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>Figura 2: Esempi di ancoraggio in prossimità di un bordo in Connection (compresi gli elementi in acciaio) e in Detail (compresa l'armatura)</em></p>\n<ul>\n <li><strong>Ancoraggi multipli ravvicinati</strong> - Il problema che si presenta con gli ancoraggi ravvicinati è che i coni interagiscono tra loro. Nessuna guida può consigliarci direttamente come valutare questi casi. Nella letteratura comunemente utilizzata, sia che si tratti di guide EN che di guide fib, troviamo più o meno solo condizioni e limitazioni che possiamo considerare in modo conservativo. Ci consigliano semplicemente di utilizzare distanze che ci permettano di valutare i coni individualmente. Ma non appena non rientriamo in queste condizioni, siamo spacciati. Tuttavia, in Detail, poiché disponiamo di un metodo avanzato basato sulla FE, possiamo analizzare il comportamento complesso.</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>Figura 3: Ancoraggio multiplo in una parete</em></p>\n<ul>\n <li><strong>Ancoraggio multiplo in generale (supporto di un ponte su una fondazione comune)</strong> - Una situazione tipica causata dal carico del vento, in cui un pilastro a traliccio è caricato a trazione e l'altroa compressione. Esiste un'interazione reciproca tra il cono di calcestruzzo del gruppo di ancoraggi a trazione e il carico di compressione dell'altro pilastro. Per questo caso, l'Eurocodice non offre una soluzione analitica soddisfacente, non solo perché è intrinsecamente necessario rinforzare la fondazione in calcestruzzo, ma è necessario ricorrere ad analisi più avanzate come Detail e il suo CSFM 3D.</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>Figura 4: Ancoraggio di un ponte di tubi, progettato da </em><a href=\"http://www.fevia.cz/\">FEVIA s.r.o.</a></p>\n<ul>\n <li><strong>Considerazione dell'armatura esistente nelle ristrutturazioni</strong> - Qualsiasi ristrutturazione o ampliamento può essere un altro esempio interessante dell'uso dell'ancoraggio in Detail, poiché, idealmente, l'armatura esistente è inclusa.</li>\n</ul>\n<h2>Problemi che si presentano</h2>\n<p>Per riassumere:</p>\n<p>L'Eurocodice specifica le modalità di rottura sia a trazione che a taglio per gli ancoraggi e il calcestruzzo:</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>Figura 5: Schema dei modi di rottura - </em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Design of Steel-to-Concrete Joints Design Manual II</em></a></p>\n<p>La norma EN 1992-4 è specificamente dedicata alla valutazione dettagliata del calcestruzzo semplice. La maggior parte delle modalità di rottura del calcestruzzo può essere evitata con l'aggiunta di un'armatura, che in alcuni casi è addirittura necessaria (si vedano gli esempi precedenti). Tuttavia, la norma non fornisce più indicazioni chiare su come affrontare questo problema.</p>\n<p>Un altro problema sorge quando i coni di calcestruzzo interagiscono tra loro: l'Eurocodice e altra letteratura (<em>fib Bulletin 58</em>) forniscono solo le condizioni per quando e come questi coni possono essere verificati separatamente.</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>Figura 6: CEB-FIB: Bulletin 58 - Progettazione degli ancoraggi nel calcestruzzo (2011), cap. 1.2. 1.2</em></p>\n<p>Conosciamo i problemi che possono verificarsi durante la progettazione, ma cosa fare? Rinunciare o...</p>\n<p>trovare una soluzione.</p>\n<h2>La soluzione</h2>\n<p>Detail può risolvere i casi sopra descritti in modo molto efficiente. Consente di valutare l'<strong> influenza dell'armatura</strong> sulla capacità di carico e di valutare anche i<strong> casi non contemplati dalla norma</strong>. In combinazione con Connection, è quindi possibile ottenere verifiche complete del codice standard per tutti i tipi di rottura.</p>\n<p>Molto è già stato scritto su entrambe le applicazioni, ma non fa certo male aggiungere un breve confronto e alcune risorse per una comprensione più approfondita dei metodi:</p>\n<ul>\n <li><strong>IDEA StatiCa Connection</strong> - si concentra sulla valutazione delle connessioni in acciaio, compreso l'ancoraggio nel calcestruzzo. Gli ancoraggi sono valutati <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">in base a formule empiriche</a> in conformità alla norma. Il blocco di calcestruzzo è modellato utilizzando lo schema<em>\"Winkler</em>\", quindi la valutazione possibile è <strong>solo per il calcestruzzo semplice.</strong></li>\n <li><strong>IDEA StatiCa Detail</strong> - Il modello in Detail è costituito dagli elementi finali, compresa l'armatura. A causa dell'ipotesi di base che tutte le trazioni siano trasferite dall'armatura (nel calcestruzzo, la trazione è trascurata), la soluzione è adatta solo per il <strong>calcestruzzo armato</strong>. Utilizzando il <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">CSFM 3D</a>, si ottengono le sollecitazioni del calcestruzzo e delle armature/ancoraggi, valutate con i valori limite dell'Eurocodice. Inoltre, si ottiene un'idea realistica del comportamento della struttura, come i flussi di tensione e le deformazioni. Il metodo CSFM 3D ha incluso gli effetti delle tensioni triassiali.</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>Figura 4: Confronto tra connessione e dettaglio (input e modelli)</em></p>\n<p>Come detto, per una valutazione completa è necessaria una combinazione di entrambi. Per un lavoro efficiente, è possibile <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">importare il modello da Connection a Detail</a>, includendo parametri e carichi aggiuntivi.</p>\n<p>Per comprendere il metodo, si può procedere con il <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>Background teorico</em>.</a> Per conoscere le funzionalità, consultate le <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>Note di rilascio</em></a>.</p>\n<h2>Cosa fare?</h2>\n<p>Il Detail 3D (con CSFM) rappresenta un significativo passo avanti, che consente di progettare con sicurezza casi più complessi. Sebbene alcuni possano essere preoccupati per questa evoluzione, le tecnologie a nostra disposizione ci permettono di ottenere più di quanto sia mai stato possibile prima d'ora, quindi perché non abbracciare il loro potenziale? Il progresso è naturale e inevitabile.</p>\n<p>Per noi di IDEA StatiCa, l'ancoraggio è solo l'inizio. È il primo caso che abbiamo verificato completamente e ci impegniamo a estendere la nostra attenzione ad altre sfide in futuro.</p>\n<p>La domanda è: vi adatterete a questi progressi o resisterete al cambiamento?</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n34b50130_ed41_0183_7d39_4e78f981a546\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7eb166a3_ce66_0139_8386_e459cfed4081\"></object>"
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"value": "<h1>Structural design of concrete 3D discontinuities in IDEA StatiCa Detail</h1>\n<h2>Introduction to the 3D CSFM method</h2>\n<p><a href=\"#general-introduction\">General introduction for the structural design of concrete 3D details</a><br>\n<a href=\"#main-assumptions-and-limitations\">Main assumptions and limitations</a><br>\n<a href=\"#mohr-coulomb-plasticity-theory-implementation-in-3D-CSFM\">Mohr-Coulomb plasticity theory implementation in 3D CSFM</a><br>\n<a href=\"#general-mechanics-assumptions-for-3D-CSFM\">General mechanics assumptions for 3D CSFM</a></p>\n<h2>Analysis model of IDEA StatiCa 3D Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">Introduction to finite element implementation</a><br>\n<a href=\"#general-finite-element-types\">General finite element types</a><br>\n<a href=\"#load-transfer-devices\">Load transfer devices</a><br>\n<a href=\"#concrete-meshing-in-3D-CSFM\">Meshing in 3D CSFM</a><br>\n<a href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Solution method and load-control algorithm for 3D CSFM</a><br>\n<a href=\"#presentation-of-3D-results\">Presentation of 3D results</a><br>\n<a href=\"#model-imported-from-idea-statica-connection\">Model imported from IDEA StatiCa Connection</a></p>\n<h2>Model verification</h2>\n<p><a href=\"#limit-states\">Limit states</a></p>\n<h3>Structural verifications according to EUROCODE</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-EN\">Material models in 3D CSFM (EN)</a><br>\n- <a href=\"#partial-safety-factors\">Partial safety factors</a><br>\n- <a href=\"#ultimate-limit-state-checks\">Ultimate limit state checks</a></p>\n<h3>Structural verifications according to ACI 318-19</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-ACI\">Material models in 3D CSFM (ACI)</a><br>\n- <a href=\"#strength-reduction-and-load-factors\">Strength reduction and load factors</a><br>\n- <a href=\"#strength-verifications\">Strength verifications</a></p>\n<h3>Structural verifications according to AS 3600</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-AUS\">Material models in 3D CSFM (AUS)</a><br>\n- <a href=\"#stress-and-strength-reduction-factors-and-load-factors\">Stress and strength reduction factors and load factors</a><br>\n- <a href=\"#strength-and-anchorage-verifications\">Strength and anchorage verifications</a></p>\n<p><br></p>\n<p><br></p>\n<h1>Introduction to the 3D CSFM method</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b03faaef_b4f1_010d_1fd1_edf6dd647e42\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___general_introdu\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2c23365_3b66_01a0_abd7_41cc7a5d855b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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data-codename=\"theoretical_background_3d_detail___meshing\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b38faca3_4907_0182_5507_394eeb8cc207\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___solution_method\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a417b40b_24d7_01e1_7ea3_68f1c47235e9\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___presentation_of\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a37fd771_c05c_01de_aa1a_265b9f6db578\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___model_imported_\"></object>\n<h1><br></h1>\n<h1>Model verification</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e1c9baa9_a314_01b1_37b2_cd6c61a9420e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___limit_states\"></object>\n<h1><br></h1>\n<h1>Structural verifications according to EUROCODE</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8deed79d_4187_01f2_fd60_037d562de304\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26ae82b5_da0f_01f0_1d69_69d7b1e282d4\"></object>\n<object 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In order for the 3D CSFM to meet the requirements from ACI 318-19 Section 6.8.1.2, a lot of verification testing was done at various universities. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9f39b9ca_50c0_015a_2c43_8759ed607707\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models_3d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1d1efe19_0968_013b_6544_5bd3d06f14aa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_reduct\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b9c02246_d04c_0146_3699_3c2b4bf9c86d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys\"></object>\n<p><br></p>\n<p><br></p>\n<h1>Structural verifications according to Australian standard AS 3600</h1>\n<p>The CSFM is a structural analysis method that satisfies the general rules in Chapters 6.1.1 and 6.1.2 and is defined as (f) non-linear stress analysis in Chapter 6.1.3 - further in Chapter 6.6. </p>\n<p>In order to satisfy the requirements in Sections 6.6.4 and 6.6.5 - more can be found in AS3600:2018 Sup 1:2022 Section C6.6 - verification and validations of the method were done. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<p>Since IDEA StatiCa Detail is a practical design program, factored characteristic compressive cylinder strength at 28 days <em>f'c</em> is used for calculations, as is described in the next chapter.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9420be53_2547_0180_5def_d6e20b5be7b1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a6ca427_5a30_01fc_5334_3f6d024f40b9\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d__stress_reduction\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cd5aad70_8155_0111_d25f_c72e153f21e5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys_f37d2d9\"></object>\n<p><br></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>\n<h2>Verifications and validations</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<h3>References</h3>\n<ol>\n <li>Wu, D.; Wang, Y.; Qiu, Y.; Zhang, J.; Wan, Y.-K. Determination of Mohr–Coulomb Parameters from Nonlinear Strength Criteria for 3D Slopes. <em>Math. Probl. Eng.</em> <strong>2019</strong>, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. <em>Tech. Gaz.</em> <strong>2019</strong>, <em>26</em>, 412–419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modified Mohr-Coulomb—Rankine material model for concrete. <em>Eng. Comput.</em> <strong>2011</strong>, <em>28</em>, 853–887.</li>\n <li>Fan, Q.; Gu, S.C.; Wang, B.N.; Huang, R.B. Two Parameter Parabolic Mohr Strength Criterion Applied to Analyze The Results of the Brazilian Test. <em>Appl. Mech. Mater.</em> <strong>2014</strong>, <em>624</em>, 630–634.</li>\n</ol>"
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"value": "<p>Every industry faces its own challenges when it comes to base plate design. Let's take a look at the top five most common: </p>\n<ul>\n <ul>\n <li>Buildings - <a href=\"#cast-in-place-anchors\">Base plates with cast-in place anchors</a></li>\n <li>Telecommunications - <a href=\"#plates-with-grout-or-gaps\">Plates with grout or gaps</a></li>\n <li>Architectural details - <a href=\"#embedded-plates\">Embedded plates</a></li>\n <li>Retrofit projects - <a href=\"#plates-with-post-insatlled-adhesive-anchors\">Plates with post-installed anchors</a></li>\n <li>Large infrastructure projects - <a href=\"http://plates-on-edges-or-corners\">Plates on edges or corners of concrete blocks</a></li>\n </ul>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n638a4660_7250_01e0_4300_8b7de1f6a87a\"></object>\n<h2>1. Base Plates with Cast-in Place Anchors</h2>\n<p>Common in new construction, <strong>base plates with cast-in anchors</strong> rely on pre-positioned anchors that are poured together with the foundation. These are straightforward to install, but they require accurate <strong>checks for anchor tension, shear, and concrete breakout, as per ACI 318</strong>. These plates are typically used in commercial buildings, multi-story frames, warehouse columns, pipe racks, and equipment supports.</p>\n<figure data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8e92ce3-cd82-460b-9c03-27d966175e3c/Cast-in%20Place%20Anchors.png\" data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" alt=\"Concrete and cast-in place anchors\"></figure>\n<p><em>source: Smart Steel building</em></p>\n<p>In <a href=\"https://www.ideastatica.com/connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Connection</a>, you can model the column, plate, anchors, and concrete block as a unified system. The software evaluates anchor tension and shear, plate stresses, and force distribution under realistic loading. When reinforcement detailing or breakout geometry becomes critical, the model can be exported to <a href=\"https://www.ideastatica.com/support-center/full-functionalities-of-detail-3d\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>Detail 3D</strong></a>, where full <a data-item-id=\"31b902c9-4e85-44cf-a657-0bc288d40521\" href=\"\">anchor-reinforcement</a> interaction and concrete checks are performed.</p>\n<figure data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9f90c2e-2a8d-422b-9c54-3c4f9d1c88cd/Connection%20app.png\" data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" alt=\"IDEA StatiCa Connection App and Detail 3D App\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26dcb6ea_0f94_0164_dd13_01f82190bda8\"></object>\n<h2>2. Plates with Grout or Gaps</h2>\n<p>Plates installed over grout or with gaps are commonly used to level and adjust column elevations. Even small gaps can alter bearing contact and load transfer, often increasing demands on anchors if contact is partial. These configurations are frequently found in lighting poles, traffic and highway signs, communication towers, and power transmission monopole projects.</p>\n<figure data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b2554004-d08b-4197-acf4-7536d4ae3a66/Base%20plates%20with%20gap.png\" data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" alt=\"Base plates with gap, steel and concrete\"></figure>\n<p>In <strong>Connection</strong>, the user can define a gap or mortar layer directly under the base plate. IDEA StatiCa automatically simulates the plate-to-concrete contact and adjusts anchor checks based on your desired parameters. </p>\n<figure data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aa025151-f01d-4d67-9455-c06bc4b25217/Stand%20off_00.png\" data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" alt=\"Stand off direct, mortar joint with nuts from top view\"></figure>\n<p>If the design fails under unreinforced concrete assumptions or in more complex situations, the connection can be modeled directly in <strong>Detail 3D</strong> to include reinforcement and advanced concrete behavior. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4eeccd92_5982_01f1_8b97_12d85373c75f\"></object>\n<h2>3. Embedded Plates</h2>\n<p>Embedded plates are used in both structural and architectural design, connecting steel framing to concrete structures, façade systems, elevator rails, stair stringers, and MEP (mechanical, electrical, and plumbing) supports. These connections transfer loads through welds or studs embedded in concrete and often include reinforcing bars tied into the structure.</p>\n<figure data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/872236db-7014-4d16-8e46-2aecb96166ee/download.jpg\" data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\" alt=\"embedded plates steel concrete\"></figure>\n<figure data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4c7ee73-b2c4-4483-a847-c01e93270e51/IMG_1641.webp\" data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\" alt=\"embedded plates in concrete\"></figure>\n<p>In IDEA StatiCa<strong> Connection</strong>, embed plates can be modeled with welded steel elements and anchors fully integrated into the concrete block. The load transfer between steel and concrete is simulated automatically, capturing both plate stresses and anchor load distribution. </p>\n<p>When the plate is tied to reinforcement or complex load paths exist within the concrete, exporting to <strong>Detail 3D</strong> enables full-depth modeling of the embedment, reinforcement anchorage, and surrounding concrete stress fields.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6aaa3251_4bc6_01e1_1393_b5db76c9a237\"></object>\n<h2>4. Plates with Post-Installed Adhesive Anchors</h2>\n<p>Base plates using adhesive anchors are frequently applied when connecting to existing foundations. They are especially used during retrofits, platform upgrades, equipment installations, industrial modification projects, and RFI's. These require careful consideration of bond strength, spacing, and edge distances to ensure safe load transfer.</p>\n<p>In <strong>Connection</strong>, users can assign <a href=\"https://www.ideastatica.com/support-center/advanced-anchoring\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">post-installed anchors </a>during the installation process. While the bond strength itself is not evaluated within Connection, all other anchor checks are performed.</p>\n<figure data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6eaa290f-ce8e-45d7-8118-c916fbfff829/adhesive%20cover%20image%202.png\" data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" alt=\"Adhesive anchors\"></figure>\n<p>In <strong>Detail 3D</strong>, engineers can define the adhesive bond strength and add reinforcement in the concrete block to perform a complete analysis check, including bond failure and concrete cone check. This functionality is fully supported in the Connection–Detail 3D integration, allowing engineers to design adhesive anchor plates efficiently and accurately.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd909f7d_1ac9_01ab_3a6f_de3b5a0f9587\"></object>\n<h2>5. Plates on Edges or Corners of Concrete Blocks</h2>\n<p>Designing plates positioned along concrete edges or corners can be a challenging task. Uneven load transfer and stress concentrations near edges often lead to conservative designs or the need for custom reinforcement layouts. Common applications include Infrastructure projects, column bases near edges or openings, and mechanical equipment.</p>\n<p>In IDEA StatiCa<strong> </strong>Connection, engineers can model these <a href=\"https://www.ideastatica.com/support-center/advanced-anchoring\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">multi-surface plates</a> and define the geometry of the concrete block, including edge distances and plate orientation.</p>\n<figure data-asset-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" data-image-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26ff29d2-8d72-4f45-abcb-f3ab77a1a15e/multiple%20base%20plates%20analysis.PNG\" data-asset-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" data-image-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" alt=\"Multiple base plates analysis\"></figure>\n<p>For detailed reinforcement and multi-plane concrete stress analysis, the model can be exported to <strong>Detail 3D</strong>, which provides a complete 3D representation of both concrete faces, ensuring accurate simulation of combined bearing and breakout effects.</p>\n<h2>Summary of Base Plate Design Capabilities in IDEA StatiCa</h2>\n<p>The table below provides an overview of all the base plate configurations currently supported in <strong>IDEA StatiCa</strong>, ranging from modeling in <strong>Connection</strong> or <strong>Detail 3D </strong>only to full <strong>Connection–Detail 3D integration</strong>. This table serves as a quick reference for understanding which tool or combination of tools best suits each type of connection and the level of analysis currently possible. Keep an eye on this table as IDEA StatiCa continues to expand its capabilities!</p>\n<figure data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/863241ee-8aee-4c63-aef3-ce1d8ccbda39/table.png\" data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" alt=\"Summary of IDEA StatiCa capabilities\"></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<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b51aedea_ce8a_013d_2420_4edae215beed\"></object>"
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"value": "<p><em>This article is a part of a series \"Connection Design RFIs.\" <br>\n</em><a href=\"https://www.ideastatica.com/blog?label=connection_design_rfis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Read all articles in the series</em></a><em>.</em></p>\n<h2>When the clash undermines the design</h2>\n<p>I suppose remembering a situation where your design had to face reality on a construction site wouldn't give you much trouble, right? </p>\n<p>Sometimes, structural members need to accommodate unexpected elements such as: </p>\n<ul>\n <li>Utility pipes or ductwork,</li>\n <li>Other structural or non-structural elements clash interference </li>\n <li>Height adjustments - notches on the beams</li>\n <li>See some examples of interference in steel structure construction presented in <a href=\"https://www.aisc.org/education/continuingeducation/education-archives/Field-Fixes-and-Solutions/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">this AISC session</a>. </li>\n</ul>\n<figure data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0fa87c83-baf6-42e6-b19c-e9067c243fcf/2024-10-30_19-54-49.PNG\" data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" alt=\"On-site member structural element interference\"></figure>\n<p>Engineers are often tasked with making adjustments that were not part of the original design. These <strong>on-site interferences</strong> can arise late in the construction process, requiring fast decisions to maintain both project timelines and structural integrity.</p>\n<p>AISC emphasizes planning for member openings during the design phase to avoid compromising structural performance. When unexpected interferences arise, engineers often modify the structural members or add reinforcements to maintain load-bearing capacity. <strong>These changes, while effective, can disrupt load distribution and complicate the design.</strong> Each modification requires recalculations and verification to ensure the structure still meets its design criteria, potentially delaying the project.</p>\n<p>Standard industry practices usually involve reinforcing or reconfiguring the affected members to maintain strength and stability. This often means adding stiffeners or reinforcing plates around the opening to prevent failure due to weakened sections. However, standard calculations alone may not suffice. While Mathcad and Excel templates support routine checks, <strong>complex modifications require extensive formula reconfiguration, leading to delays and potential errors.</strong> In critical cases, a deeper analysis is essential to evaluate overall structural performance accurately.</p>\n<p><strong>IDEA StatiCa simplifies this process by allowing engineers to quickly model and test various modifications to members with openings. </strong>The software supports advanced analyses, such as stiffness and buckling analysis, ensuring that any modifications maintain the required capacity and meet design codes.</p>\n<h2>Why use IDEA StatiCa</h2>\n<ul>\n <li><strong>Instant modifications</strong>: Quickly model changes like member openings, visualizing the impact on structural behavior in real-time.</li>\n</ul>\n<figure data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b314c51e-505b-4d5e-a8bc-48b8f52b861f/Gif%20modified.gif\" data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" alt=\"Delete bolts from editor and add more openings\"></figure>\n<ul>\n <li><strong>Advanced analysis</strong>: Beyond just traditional checks, IDEA StatiCa offers advanced tools like stiffness and buckling analysis to verify that the modifications uphold the structure's integrity.</li>\n</ul>\n<figure data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/711ec528-c272-407a-ae80-5651f3193f0b/2024-10-30_20-05-15.PNG\" data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" alt=\"Buckling analysis for gusset plates\"></figure>\n<ul>\n <li><strong>Time-Saving Solutions</strong>: Reduce manual recalculations by simulating multiple design options in minutes, making decisions faster and minimizing delays.</li>\n <li><strong>Seamless Code Compliance</strong>: Automatically validate that your modified connections meet design standards without extra time-consuming calculations.</li>\n</ul>\n<figure data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7506df5-03ca-47e4-961c-6ef4a0ae4683/2024-10-30_20-23-38.PNG\" data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" alt=\"Bolt AISC Code checks\"></figure>\n<h2>How to do it?</h2>\n<p>Watch the video showing how to redesign a connection by removing bolts in less then 2 minutes. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n717c32f2_07c4_011d_877c_83bebfc82ff1\"></object>\n<h2>Summary</h2>\n<p>With IDEA StatiCa, engineers can confidently address on-site interferences quickly, keeping projects on track without compromising structural integrity. By reducing the time spent on recalculations and enhancing the accuracy of modifications, the software allows teams to adapt and innovate in real-time. Ultimately, this leads to a more efficient design process, ensuring that projects not only meet deadlines but also uphold the highest standards of safety and performance.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b770f10\"></object>"
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"value": "<h2>Perché questo è importante per gli ingegneri</h2>\n<p>Per anni la progettazione delle connessioni è stata spesso ripetitiva. Anche quando una connessione simile era già stata modellata, l'utente dovevano ripartire da zero o modificare pesantemente quella esistente. Con la <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">versione 25.0</a>, IDEA StatiCa elimina questo inconveniente. La combinazione di un'interfaccia utente moderna, di una ricca libreria di modelli e di insiemi di aziende personalizzabili consente agli ingegneri di <strong>iniziare più rapidamente</strong>, di <strong>modificare meno</strong> e di <strong>concentrarsi maggiormente sulle decisioni ingegneristiche, non sulle operazioni software</strong>.</p>\n<p>Ma non finisce qui...</p>\n<p>Una volta lanciata Connection in IDEA StatiCa, viene visualizzata la nuovissima procedura guidata.</p>\n<p>Negli ultimi 12 mesi abbiamo lavorato sull'interfaccia utente: abbiamo ascoltato le vostre richieste e le abbiamo utilizzate per implementare un approccio coerente alla progettazione delle connessioni, con la nuova procedura guidata che combina l'approccio precedente, basato sulla geometria, con il motore della Connection Library.</p>\n<figure data-asset-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" data-image-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13429b22-95d9-4ee5-baef-df46f31e9d12/NewConnection.png\" data-asset-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" data-image-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" alt=\"\"></figure>\n<p>Questo ha permesso ai progettisti di connessioni di avere accesso a un numero significativamente maggiore di modelli di partenza rispetto al passato. Naturalmente, una maggiore scelta comporta una maggiore flessibilità, che è anche un requisito quando si restringe la ricerca.</p>\n<p>Una volta definita la geometria di base, è possibile iniziare a raffinare la ricerca di una connessione adatta utilizzando una semplice parola chiave di ricerca, come \"fin\". I risultati sono quasi istantanei, il che significa meno attese e un punto di partenza migliore per il progetto iniziale.</p>\n<figure data-asset-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" data-image-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d1c66244-8144-4e0d-9694-8124dd75642c/FileredList.png\" data-asset-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" data-image-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" alt=\"\"></figure>\n<p>Come ho già detto, alla base di questo processo di selezione dei progetti c'è il motore della Connection Library, che consente alle organizzazioni di limitare i modelli di progetto disponibili per il personale, rendendo così gli standard aziendali molto più facili da implementare e mantenere.</p>\n<h2>Come i set aziendali garantiscono la conformità e la coerenza</h2>\n<p>Grazie ai <a href=\"https://www.ideastatica.com/support-center/company-sets-selection-in-the-connection-browser\">set aziendali</a>, le organizzazioni possono predefinire quali modelli sono visibili ai loro progettisti, limitare parametri modificabili e applicare gli standard interni su scala. Ciò significa che:</p>\n<ul>\n <li>Si possono utilizzare solo i tipi di connessione approvati</li>\n <li>I tipi di bulloni, le distanze e i materiali sono in linea con le specifiche interne</li>\n <li>Meno variazioni tra i team e gli uffici</li>\n <li>Controllo di qualità incorporato, senza necessità di ulteriore supervisione</li>\n</ul>\n<p>Per le aziende con più uffici o per i team che lavorano in ambienti regolamentati, si tratta di una svolta nella riduzione degli errori e nella semplificazione del controllo qualità.</p>\n<p>I miglioramenti continuano ad arrivare e ora è ancora più semplice vedere quali modelli hanno contenuti parametrici.</p>\n<figure data-asset-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" data-image-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2f073f-f239-4d85-8c23-25109c7c3d0f/ParametricIdentifier.png\" data-asset-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" data-image-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" alt=\"\"></figure>\n<p>I parametri facilitano il controllo di alcuni aspetti di una connessione, come ad esempio :</p>\n<ul>\n <li>Classe del bullone</li>\n <li>Materiale dell'acciaio</li>\n <li>Spessore delle piastre</li>\n</ul>\n<p>Per ulteriori informazioni sulla progettazione parametrica, consultate il nostro corso Campus - <a data-item-id=\"acb9dab8-dc6f-4723-8238-8f22891a6500\" href=\"\">Fondamenti di progettazione parametrica IDEA</a>.</p>\n<p>I parametri possono semplificare l'intero processo di progettazione, dando sia alle organizzazioni che ai progettisti un maggiore controllo su ciò che può essere progettato e come.</p>\n<figure data-asset-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" data-image-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ab3e3be-53d5-4e04-b416-2082ffdec46e/ExampleParameters.png\" data-asset-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" data-image-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" alt=\"\"></figure>\n<p>Ad esempio, gli spessori devono essere impostati una sola volta invece che più volte, le distanze tra i bulloni derivano dal numero di bulloni... le possibilità sono limitate solo dalla vostra immaginazione.</p>\n<h2>Come i modelli parametrici sbloccano la velocità del mondo reale</h2>\n<p>Non si tratta solo di flessibilità, ma anche di eliminare la ridondanza. Impostare gli spessori una sola volta e applicarli a più componenti? Regolare automaticamente le saldature o le file di bulloni in base a regole parametriche? Non si tratta solo di una modellazione intelligente, ma di <strong>tempo che non si perde</strong> in modifiche manuali ripetitive. Inoltre, poiché i parametri sono incorporati in modelli riutilizzabili, l'intento ingegneristico viene trasferito <strong>da un progetto all'altro</strong>.</p>\n<p>Con IDEA StatiCa 25.0 non ci limitiamo a migliorare l'interfaccia utente, ma cambiamo completamente l'esperienza di progettazione delle connessioni:</p>\n<ul>\n <li><strong>Iniziare più velocemente</strong> con oltre 200 modelli convalidati</li>\n <li><strong>Mantenere la conformità</strong> grazie agli insiemi di aziende che bloccano i vostri standard</li>\n <li><strong>Personalizzazione ridotta</strong> grazie al controllo parametrico integrato</li>\n <li><strong>Progettare in modo sicuro</strong>: tutti i modelli sono completamente conformi al codice</li>\n</ul>\n<p>Il risultato? Voi e il vostro team passerete più tempo a progettare e meno a ristrutturare.</p>\n<p>Perché non provare oggi stesso la nuovissima IDEA StatiCa versione 25.0?</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>Nei progetti strutturali su larga scala, i team di ingegneri sono spesso responsabili della progettazione e della validazione di decine, se non centinaia, di connessioni in acciaio. Dalle attività ripetitive di modellazione alle modifiche di progetto in fase avanzata, questi flussi di lavoro relativi alle connessioni possono assorbire una parte significativa del tempo e delle risorse.</p>\n<p>Per affrontare queste sfide, molti studi di ingegneria si rivolgono a IDEA StatiCa non solo per le sue capacità di analisi, ma anche per le ottimizzazioni del flusso di lavoro che offre. Tre strumenti specifici, il <strong>raggruppamento e la progettazione in batch di Checkbot</strong>, i <strong>modelli parametrici</strong> e la <strong>nuova procedura guidata per le connessioni</strong>,<strong> </strong>, aiutano i team a snellire i processi e a mantenere l'efficienza in progetti di tutte le dimensioni.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3db2a93e_ad9d_013d_ff28_ed257d07007d\"></object>\n<h2>Checkbot - progettazione di gruppi</h2>\n<p>Quando lo stesso tipo di connessione compare in tutta la struttura, che si tratti di una piastra di base per ogni colonna o di una connessione a taglio trave-trave in più campate, la ripetizione delle singole fasi di modellazione e convalida può consumare ore preziose. <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbot</a> vi aiuta a combinare queste connessioni simili, in modo che possiate concentrarvi su un unico progetto di riferimento invece di aprire decine di file separati.</p>\n<p>Riconoscendo gli schemi del numero di elementi e della sezione trasversale, <strong>Checkbot consente di lavorare su un singolo nodo e di applicare il modello di connessione a tutti i nodi corrispondenti</strong>. Una volta impostata la connessione di riferimento, il software esegue tutti i calcoli necessari, le verifiche del codice e le combinazioni di carico per l'intero gruppo. Sarà inoltre possibile esportare le connessioni in BIM tramite IFC senza lasciare l'interfaccia di Checkbot.</p>\n<figure data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/65faa61b-f067-49d5-818b-6307da332e3b/checkbot.png\" data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" alt=\"\"></figure>\n<p>Ecco come funziona:</p>\n<ul>\n <li><strong>Le connessioni sono raggruppate automaticamente</strong> per numero di membrature e tipo di sezione.</li>\n <li><strong>Progetta una connessione di riferimento</strong> e Checkbot la applica a tutto il gruppo.</li>\n <li><strong>Esegu le verifiche e le analisi di progetto</strong> per il gruppo, comprese tutte le combinazioni di carico rilevanti, senza aprire ogni singola connessione.</li>\n <li><strong>Un unico report</strong> riassume ogni connessione in formato sintetico o dettagliato.</li>\n <li>L<strong>'esportazione IFC</strong> integra i risultati direttamente nei modelli BIM.</li>\n <li><strong>Tutto avviene all'interno di Checkbot</strong>, senza passare da un programma all'altro.</li>\n</ul>\n<p>Gli studi che utilizzano Checkbot registrano un risparmio di tempo del 50-60% rispetto ai flussi di lavoro tradizionali. Riducendo la modellazione ripetitiva e centralizzando i controlli, gli ingegneri possono lavorare più velocemente senza sacrificare la qualità. Checkbot è particolarmente utile nei modelli BIM o FEA con geometrie ripetute, come le connessioni trave-colonna, dove la coerenza e l'organizzazione sono fondamentali per decine di connessioni simili.</p>\n<p>Per provare le nostre parole, abbiamo eseguito un piccolo test.</p>\n<p>Durante il nostro webinar sulla <a data-item-id=\"f473766d-15da-4182-9f16-ed3bea7d9630\" href=\"\">progettazione di connessioni complete in IDEA StatiCa Checkbot</a>, abbiamo chiesto agli ingegneri partecipanti quanto tempo impiegano in genere per progettare i giunti di un progetto con circa 200 connessioni.</p>\n<figure data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7068e5f7-65a5-40ae-8e83-f3c339ca76d4/Structure.png\" data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" alt=\"\"></figure>\n<figure data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0ac9c9d-0a1e-49a2-8dba-31e79dd1cef0/poll%20results.png\" data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" alt=\"\"></figure>\n<ul>\n <li>Oltre l'80% ha risposto più di 6 ore.</li>\n <li>Il 25% ha stimato più di 24 ore.</li>\n</ul>\n<p>Con IDEA StatiCa e l'aiuto di Checkbot, abbiamo impiegato esattamente <strong>2 ore e 25 minuti</strong>. È possibile calcolare facilmente la rapidità con cui il software si ripaga grazie al risparmio di tempo.</p>\n<figure data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3eb00ae3-75a4-48e6-8e2a-c7ea74099aa0/checkbot.png\" data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" alt=\"\"></figure>\n<p>Se volete vedere come funziona, date un'occhiata a una rapida dimostrazione del flusso di lavoro di Checkbot qui sotto, e vedete come si possono gestire facilmente le connessioni ripetitive.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"caa4efcb_2636_01c0_ce8b_e5bb25baa92c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n08e30176_0fea_011f_e071_17c7d003576d\"></object>\n<h2>Modelli parametrici</h2>\n<p>La progettazione di connessioni standard in acciaio non deve essere necessariamente ripetitiva. Con i modelli parametrici di IDEA StatiCa, è più facile che mai gestire connessioni semplici e modulari, soprattutto quando i progetti includono variazioni dello stesso disegno di base.</p>\n<p><strong>IDEA StatiCa offre una libreria di modelli parametrici già pronti</strong> per le connessioni più comuni, come le linguette di taglio, le piastre di estremità del momento e le piastre di soffietto. Questi modelli sono completamente parametrici e consentono agli ingegneri di regolare rapidamente input come spessori, dimensioni degli elementi e dimensioni delle piastre, mantenendo la logica generale del progetto.</p>\n<figure data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cc53027-53f7-45a0-a88a-1ffce78cad22/parametric%20templates%20image.png\" data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" alt=\"\"></figure>\n<p>Ancora più preziosa è la possibilità di <a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\"><strong>creare modelli parametrici personalizzati</strong></a>. Se il vostro team lavora regolarmente con progetti standardizzati che variano leggermente da un progetto all'altro, questo vi permette di creare un punto di partenza su misura per le vostre esigenze. È sufficiente selezionare i parametri chiave che si desidera controllare, regolarli secondo necessità ed eseguire la verifica del progetto, senza dover creare la connessione da zero.</p>\n<p>I modelli parametrici rappresentano un enorme risparmio di tempo, soprattutto per le connessioni ripetute o modulari. Se la modellazione manuale può richiedere 20-30 minuti per i nuovi utenti, i modelli la riducono a soli 5-10 minuti, consentendo di regolare rapidamente alcuni parametri chiave. Non solo sono più veloci, ma aiutano anche a mantenere la coerenza tra tipi di connessioni simili.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2448187b_3fa8_015f_f88b_ddace4857c50\"></object>\n<h2>Procedura guidata per le nuove connessioni</h2>\n<p>Per rendere ancora più semplice l'avvio della progettazione delle connessioni, la nuova <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">procedura guidata</a> fornisce un flusso di lavoro guidato dal momento in cui si avvia IDEA StatiCa Connection. Invece di iniziare da una schermata vuota, la nuova procedura guidata di connessione vi aiuta a rispondere a questa esigenza, consentendovi di partire dalla geometria e di visualizzare i <strong>modelli pertinenti</strong>, compresi <strong>i vostri progetti salvati!</strong></p>\n<figure data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27e16395-4fb2-4137-ba70-a613ba637366/connection%20wizard.png\" data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" alt=\"\"></figure>\n<p>Ecco come ti aiuta:</p>\n<ul>\n <li><strong>Seleziona il layout geometrico</strong> di cui hai bisogno e la procedura guidata filtrerà i modelli di conseguenza.</li>\n <li><strong>Salva le vostre connessioni</strong> per farle apparire automaticamente al successivo avvio di un progetto.</li>\n <li><strong>Non è più necessario scavare nelle cartelle</strong> o cercare di ricordare l'ultimo file utilizzato: basta sceglierlo e via.</li>\n</ul>\n<p>Il vero vantaggio? I modelli di connessione personalizzati sono ora integrati nel flusso di lavoro di avvio. Non sono nascosti in cartelle di file o legati a versioni precedenti, ma sono integrati, accessibili e pronti per l'uso dalla schermata iniziale.</p>\n<p>Che si tratti di standardizzare le connessioni tra i vari team o di gestire progetti ripetuti su più progetti, la procedura guidata porta <strong>velocità</strong>, <strong>organizzazione</strong> e <strong>affidabilità </strong>all'inizio di ogni flusso di lavoro di connessione.</p>\n<h2>Risparmia ore dove è più importante</h2>\n<p>La <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">progettazione delle connessioni</a> spesso si riduce alla ripetizione di geometrie, carichi, linee rosse e attività. È qui che IDEA StatiCa offre un impatto reale: automatizzando e semplificando le parti ripetibili del flusso di lavoro, in modo da poter concentrare il tempo di progettazione dove è più importante.</p>\n<p>Raggruppando e progettando in batch in Checkbot, adattando i modelli parametrici e partendo da una libreria di connessioni basata su una procedura guidata, gli ingegneri possono affermare con certezza di non lavorare solo di più, ma di lavorare <strong>in modo più intelligente</strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"get_a_free_trial___connection_design\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0df35966_5859_0187_e7d9_d2c13bfc4fa1\"></object>"
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