medo Posted October 3, 2013 Report Share Posted October 3, 2013 Salam alikom, Dans le cadre de réception d'un pont portique à deux traverses, je cherche à calculer la flèche maximale théorique sous les charges d'épreuve. Les liaisons entre piédroits et dalle sont prises comme des encastrements, donc je modélise le pont comme deux panneaux avec encastrement central et encastrement sur les bords. Quand j modélise tt le pont c a dire (dalle + piédroits) je trouve d'autres résultats (meme si j prends en compte les poussées des terres), j'ai donc un problème dans la modélisation, merci de m'aider. Quote Link to comment Share on other sites More sharing options...
keuj84 Posted October 4, 2013 Report Share Posted October 4, 2013 Quote Link to comment Share on other sites More sharing options...
Expert breton2250 Posted October 4, 2013 Expert Report Share Posted October 4, 2013 Quote Link to comment Share on other sites More sharing options...
medo Posted October 4, 2013 Author Report Share Posted October 4, 2013 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted October 4, 2013 Report Share Posted October 4, 2013 Quote Link to comment Share on other sites More sharing options...
medo Posted October 4, 2013 Author Report Share Posted October 4, 2013 Quote Link to comment Share on other sites More sharing options...
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