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Gli Optionals sono programmi (utilizzabili in modo autonomo o completamente integrato in WinStrand) indirizzati a problematiche specifiche. Gli Optionals utilizzabili in modo autonomo presentano comunque capacit\u00e0 di interfaccia con i moduli principali.<\/p>\n
I programmi Optionals:<\/strong><\/p>\n Preflex T.A.-S.L.U. Utilizzabile in maniera autonoma e\/o interfacciata.<\/p>\n Pali Utilizzabile in maniera autonoma e\/o interfacciata.<\/p>\n Verifiche di Resistenza al fuoco Il programma \u00e8 integrato nei moduli Verifiche e Disegno C.A, Verifica Acciaio e Preflex. Utilizza la geometria della sezione e le armature importate dal modello di calcolo, permettendo di specificare i parametri tipici relativi alle verifiche di resistenza al fuoco (curve d\u2019incendio, trasmissibilit\u00e0 dei materiali, durata dell\u2019incendio, ecc.), consentendo di modificare le condizioni al contorno delle sezioni analizzate (rivestimenti, modalit\u00e0 trasmissione calore, ecc.).<\/p>\n Edifici esistenti Il programma \u00e8 integrato nel modulo Verifiche e Disegno C.A.<\/p>\n Murature Il programma \u00e8 integrato nel modulo Verifiche e Disegno C.A.<\/p>\n Verifica Sezioni Miste Utilizzabile in maniera autonoma e\/o interfacciata.<\/p>\n Verifica e Disegno Lastre Il programma \u00e8 integrato nel modulo Verifiche e Disegno C.A.<\/p>\n Compositore Profili Utilizzabile in maniera autonoma e\/o interfacciata.<\/p>\n Gestore Sezioni C.A. Utilizzabile in maniera autonoma e\/o interfacciata.<\/p>\n Verifica aste in Legno<\/strong><\/p>\n Consente la verifica di resistenza e stabilit\u00e0 e resistenza al fuoco. I materiali possono essere definiti dal Progettista o essere importati dai Database aderenti alle norme UNI. \u00c8 possibile gestire le capacit\u00e0 resistenti in funzione delle condizioni ambientali per combinazione. La singola asta pu\u00f2 essere interrogata in dettaglio, permettendo la gestione di tutti i parametri di verifica. Le stampe delle verifiche possono essere richieste in maniera sintetica e\/o dettagliata.<\/p>\n Il programma \u00e8 integrato nel modulo di di Analisi Strutturale.<\/p>\n Geo Fondazioni<\/strong> Il programma \u00e8 integrato nel modulo di Analisi Strutturale e nel modulo Lastre.<\/p>\n Verifiche Solai CA<\/strong> Il programma \u00e8 integrato nel modulo di Analisi Strutturale.<\/p>\n Verifiche Solaio misto Legno-Cls<\/strong><\/p>\n Esegue la verifica di resistenza e deformabilit\u00e0 di un solaio monodirezionale impiegando il metodo agli Stati Limite. Il programma viene mandato in esecuzione dal Pre-Processore o da uno dei moduli Post-calcolo per consentire la ricezione in automatico dei dati di progetto dei solai (luci e condizioni di carico). Le sollecitazioni interne di taglio e flessione vengono individuate su uno schema statico di trave su due appoggi.<\/p>\n Il programma \u00e8 integrato nel modulo di Analisi Strutturale.<\/p>\n Verifiche Acciaio AISC360:2010<\/strong> Il programma \u00e8 integrato nel modulo Verifiche Acciaio.<\/p>\n Verifiche Acciaio AS4100:1998<\/strong> Il programma \u00e8 integrato nel modulo Verifiche Acciaio.<\/p>\n","protected":false},"excerpt":{"rendered":" Gli Optionals sono programmi (utilizzabili in modo autonomo o completamente integrato in WinStrand) indirizzati a problematiche specifiche. Gli Optionals utilizzabili in modo autonomo presentano comunque capacit\u00e0 di interfaccia con i moduli principali. I programmi Optionals: Preflex T.A.-S.L.U. Progetto e verifica a presso-tenso flessione deviata di sezioni e materiali liberamente definibili, con il metodo degli Stati […]<\/p>\n","protected":false},"featured_media":18137,"template":"","meta":{"_acf_changed":false},"product_cat":[2597],"product_tag":[],"class_list":{"0":"post-10108","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-software","8":"first","9":"instock","10":"shipping-taxable","11":"product-type-simple"},"acf":[],"yoast_head":"\n
\n<\/strong>Progetto e verifica a presso-tenso flessione deviata di sezioni e materiali liberamente definibili, con il metodo degli Stati Limite Ultimi e delle Tensioni Ammissibili.<\/p>\n
\n<\/strong>Elaborazione della matrice di rigidezza locale di pali singoli o in gruppo, verifica di resistenza e progetto dell\u2019armatura della sezione del palo.<\/p>\n
\n<\/strong>Verifiche di resistenza al fuoco per le sezioni in c.a. o carpenteria metallica eseguite in accordo a Eurocodice 2 UNI EN 1992-1-2, Eurocodice 3 UNI EN 1993-1-2.<\/p>\n
\n<\/strong>La verifica degli edifici esistenti in campo lineare consente di determinare, per gli elementi in cemento armato classificati come esistenti, le grandezze che ne definiscono le capacit\u00e0 e di condurne le verifiche. Consente la verifica in termini di resistenza (taglio e pressoflessione) e duttilit\u00e0 (capacit\u00e0 di rotazione) e di valutar il moltiplicatore dell\u2019azione sismica (vulnerabilit\u00e0 ) che porta alla crisi. \u00c8 possibile definire e applicare rinforzi con materiali a comportamento lineare (fibre di carbonio, elementi in acciaio, ecc.).
\nIl Progettista ha la possibilit\u00e0 di impostare liberamente i coefficienti di sicurezza e il fattore di confidenza. Le stampe riportano i parametri di applicabilit\u00e0 dell\u2019analisi, i dettagli delle verifiche, le armature presenti negli elementi.<\/p>\n
\n<\/strong>Le pareti possono essere verificate con il metodo degli Stati Limite e\/o delle Tensioni Ammissibili. \u00c8 possibile gestire per sulle singole pareti i parametri di verifica (eccentricit\u00e0, spinta del vento, altezza di calcolo, snellezza, modalit\u00e0 di calcolo delle azioni interne, ecc). \u00c8 possibile inserire rinforzi con materiali a comportamento lineare (fibre di carbonio, elementi in acciaio, CAM\u2122, ecc.). \u00c8 possibile condurre analisi statiche non lineari.<\/p>\n
\n<\/strong>Esegue la verifica di sezioni miste in acciaio-calcestruzzo secondo le Eurocodice 4 UNI EN 1994-1-1 e CNR 10016.<\/p>\n
\n<\/strong>Esegue le verifiche allo SLU e allo SLE di elementi bidimensionali in stato flessionale, membranale e misto. In presenza di elementi incidenti, \u00e8 possibile condurre le verifiche a punzonamento.<\/p>\n
\n<\/strong>Gestisce l\u2019archivio dei profili metallici. Consente la creazione di singoli profili o intere tabelle di determinata tipologia. I profili composti possono derivare dall\u2019unione di flange, anime e qualsiasi altro profilo disponibile in archivio. \u00c8 possibile importare tabelle preformattate in formato testo o file DXF appositamente preparati.<\/p>\n
\n<\/strong>Consente di costruire uno o pi\u00f9 DataBase personalizzati contenenti i dati e le modalit\u00e0 di progetto-verifica degli elementi in C.A.<\/p>\n
\nValuta la capacit\u00e0 portante, per carichi verticali e per scorrimento, di fondazioni superficiali. L\u2019individuazione della forma della fondazione viene governata integralmente dal progettista che, attraverso opportuni parametri, determina la corrispondente fondazione a plinto equivalente da verificare o l\u2019utilizzo delle travi rovesce.
\nI metodi di calcolo della capacit\u00e0 portante implementati sono Terzaghi, Meyerhof, Vesic, Eurocodice 7 (UNI EN 1997-1:2009), eventualmente modificati secondo teorie dinamiche.<\/p>\n
\nEsegue la verifica di resistenza e deformabilit\u00e0 di un solaio monodirezionale impiegando il metodo agli Stati Limite. Il programma viene mandato in esecuzione dal Pre-Processore o da uno dei moduli Post-calcolo per consentire la ricezione in automatico dei dati di progetto dei solai (luci e condizioni di carico). L\u2019utente associa una tecnologia di solaio. La procedura si incarica di campionare le luci di solai rintracciate al fine di individuare un numero ridotto di soluzioni di armature di progetto da adottare. Le sollecitazioni interne di taglio e flessione vengono individuate su uno schema statico di trave su due appoggi. Sulle sezioni agli appoggi l\u2019utente ha facolt\u00e0 di applicare un momento flettente che tende le fibre di estradosso.<\/p>\n
\nProcedura di verifica agli stati limite delle aste metalliche secondo le norme americane AISC360:2010.<\/p>\n
\nProcedura di verifica agli stati limite delle aste metalliche secondo le norme australiane AS4100:1998.<\/p>\n