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It might be strange that I am asking this kind of question, but why I dont' have any bending moments in a shell model of a bridge cross-section loaded with transversal load?
The vertical displacements are there and seem ok.
Vertical stresses are there, too.
But no bending moments?
But no bending moments?
No such results for shells
http://docs.autodesk.com/RSAPRO/2014/ENU/index.html?url=filesROBOT/GUID-E73EA3A2-AEC8-40EA-8AC3-E7ED...
You can see overall inplane moment in reduced results table.
Rafal Gaweda
http://docs.autodesk.com/RSAPRO/2014/ENU/index.html?url=filesROBOT/GUID-E73EA3A2-AEC8-40EA-8AC3-E7ED...
You can see overall inplane moment in reduced results table.
Rafal Gaweda
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