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Showing results for tags 'torsion in beam'.
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Assalamualaikum everyone, What is the detailing of a beam modelled as pin into a column, though there are beams at its start and end (longitudinally)? Also, is this allowed to pin connect the short beams in SMF to avoid shear failure of that beam? Or are there anymore ways to avoid this failure?
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When I give a modifier for 0.01 to beams it means its is providing zero stiffness against torsion then these forces are transferred to which members?. Moreover in practical structures how torsion could be avoided in beams ( reinforcement detailing could do that .. ?) . Furthermore when a stiffness modifier of 0.35 is given to beams the same beams fails and needs a bigger section. So all this could not conclude that assigning zero stiffness against torsion in beams means that no torsional forces will occur in real structure.
