Attualmente, sono supportati 3 codici e 9 allegati nazionali nelle varie applicazioni di IDEA StatiCa Concrete.
IDEA StatiCa Detail supporta 2 codici nazionali.
- Eurocode (EN)
- Codice americano (ACI)
IDEA StatiCa RCS e IDEA StatiCa Beam supportano 2 codici nazionali e i seguenti 9 allegati nazionali.
- Eurocode (EN)
- Austriaco
- Belga
- Allegato nazionale britannico
- Ceco
- Olandese
- Tedesco
- Polacco
- Singapore
- Slovacco
- Norma svizzera (SIA)
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Name: RN 20.0: UK National Annex implementation
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"value": "<p>L'Allegato Nazionale del Regno Unito è stato aggiunto alla famiglia degli allegati esistenti che consentono agli ingegneri di eseguire la verifica normativa di strutture esistenti e di nuova costruzione.</p>\n<p>Abbiamo implementato l'Allegato Nazionale del Regno Unito in risposta alle richieste di molti nostri clienti. Con l'allegato UK implementato per le nostre applicazioni per il calcestruzzo, è ora possibile eseguire calcoli e, soprattutto, verifiche normative di strutture edili secondo BS EN 1992-1, ponti secondo BS EN 1992-2, strutture di contenimento e ritenzione secondo BS EN 1992-3. Le verifiche sono implementate nelle applicazioni per il calcestruzzo Beam, RCS, Column e BIM.</p>\n<figure data-asset-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" data-image-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2fbc6c48-ca67-4098-a339-e42628d028a3/British%20annex.png\" data-asset-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" data-image-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" alt=\"\"></figure>\n<p><br></p>"
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"value": "<p>La nuova versione di IDEA StatiCa è qui! È la più grande implementazione di feedback e richieste dei clienti che abbiamo avuto in anni. E questo significa qualcosa – IDEA StatiCa è utilizzata da oltre 3500 clienti che condividono più di 4000 progetti IDEA StatiCa unici <strong>ogni mese</strong>. La versione 20 estende le funzionalità esistenti e introduce principalmente nuove caratteristiche che cambiano l'approccio alla progettazione e alla verifica normativa delle aree parzialmente caricate delle strutture in calcestruzzo.</p>\n<p>I punti salienti di questa versione sono:</p>\n<ul>\n <li>Modelli parametrici di diaframmi</li>\n <li>Aree parzialmente caricate</li>\n <li>Allegato Nazionale UK</li>\n</ul>\n<p>Tutto ciò con verifiche precise della resistenza del calcestruzzo e dell'armatura, delle tensioni e delle deformazioni. Tutto ciò che la normativa richiede, con risultati chiaramente visualizzati per una migliore comprensione del comportamento strutturale.</p>\n<p>Come siamo passati dal numero 10 al 20? Il motivo è semplice – allineare la numerazione con il conteggio degli anni.</p>\n<p>Speriamo che possiate apprezzare tutte le nostre nuove funzionalità e miglioramenti e saremo lieti di ricevere il vostro feedback in qualsiasi momento. </p>\n<p>Calcolate le stime di ieri!</p>"
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"value": "<h2>Armatura nell'Area Parzialmente Caricata</h2>\n<p>È possibile progettare l'armatura nell'area parzialmente caricata in modo più efficace dalla versione 20.1. Le barre di armatura fanno parte del modello CSFM e l'aderenza tra il calcestruzzo e le barre è considerata perfetta. </p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"\"></figure>\n<h2>Informazioni sulle Aree Parzialmente Caricate</h2>\n<p>Questa funzionalità è adatta principalmente agli ingegneri strutturali del settore prefabbricato e dei ponti che si occupano di reazioni significative negli appoggi o di forze di post-tensione concentrate dai tendini nelle travi. Il vantaggio è nascosto oltre la progettazione non conservativa, con risparmio di materiale e costi.</p>\n<p>Abbiamo trovato il modo di gestire la tensione triassiale nelle aree parzialmente caricate. In queste aree è consentito lo schiacciamento del calcestruzzo e la resistenza del calcestruzzo a compressione può essere aumentata grazie al confinamento trasversale in conformità con le normative vigenti (Eurocodice). L'incremento della resistenza può arrivare fino a 3 volte la resistenza cilindrica del calcestruzzo.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>L'area parzialmente caricata è presente in ogni struttura. Alcuni esempi tipici sono i diaframmi di ponti con un'area sopra gli appoggi, le aree sotto l'ancorante o il carico concentrato sul bordo della parete. Le aree parzialmente caricate sono progettate secondo i requisiti dell'Eurocodice e sono contemporaneamente vincolate dalla geometria del modello (aperture, spessore, bordi, variazioni brusche della sezione trasversale).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"\"></figure>\n<p>L'incremento della resistenza del calcestruzzo può essere considerato se il confinamento è mantenuto. A causa di questa condizione, le barre di armatura vengono aggiunte automaticamente per soddisfare la condizione relativa al confinamento e alle disposizioni dell'Eurocodice.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>Questa funzionalità garantisce che i modelli convergano e rispettino simultaneamente i criteri di progettazione delle normative vigenti (Eurocodice). Il metodo implementato è indipendente dalla rete di elementi finiti. <strong>La capacità portante aumenta con</strong> il <strong>cambiamento dell'area di calcestruzzo. La conseguenza di questo stato è una tensione costante lungo l'altezza di un cono.</strong> I puntoni fittizi dispersi influenzano artificialmente la rigidezza del cono e ridistribuiscono correttamente la tensione trasversale che si manifesta in quest'area. La densità di ciascun puntone disperso aumenta nella direzione del carico applicato.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Le limitazioni note derivano dalle normative vigenti nell'Eurocodice.</p>\n<ul>\n <li>I coni non possono coincidere</li>\n <li>Le aree A<sub>c1</sub> e A<sub>c0 </sub>giacciono sulla risultante della forza applicata</li>\n</ul>\n<p><br></p>"
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"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "uk-national-annex-implementation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"uk-national-annex-implementation\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Implementazione dell'Allegato Nazionale del Regno Unito"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "L'Allegato del Regno Unito è stato aggiunto alla famiglia degli allegati esistenti che consentono agli ingegneri di eseguire la verifica normativa di strutture esistenti e di nuova costruzione."
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Translated on 15.4.2026 23:21</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Never translated</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}Per ulteriori informazioni, consultare il post del blog Codici & allegati supportati in IDEA StatiCa Concrete.