serge49 Posted September 14, 2011 Report Share Posted September 14, 2011 Bonjour, Je suis entrain de concevoir une poutre de 13 m de portée permettant de soulever une charge de 150t. Je souhaite utiliser des profilés type HEB ou IPE. Que pensez vous de la disposition de profilés ? Est que le logciel ROBOT permet de verifier ce type de structure, et plus particulierement calculer les soudures, les raidisseurs, verifier le voilement et le deversement ? Cordialement, SERGE Quote Link to comment Share on other sites More sharing options...
plancoet Posted September 17, 2011 Report Share Posted September 17, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 17, 2011 Report Share Posted September 17, 2011 1 Quote Link to comment Share on other sites More sharing options...
serge49 Posted September 18, 2011 Author Report Share Posted September 18, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 18, 2011 Report Share Posted September 18, 2011 1 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted September 19, 2011 Report Share Posted September 19, 2011 (edited) Edited September 19, 2011 by GUISSET Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 19, 2011 Report Share Posted September 19, 2011 1 Quote Link to comment Share on other sites More sharing options...
serge49 Posted September 28, 2011 Author Report Share Posted September 28, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 28, 2011 Report Share Posted September 28, 2011 1 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 28, 2011 Report Share Posted September 28, 2011 Quote Link to comment Share on other sites More sharing options...
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