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Showing results for tags 'beam torsion'.
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many engineers in pakistan use this practice when modeling a beam in etabs , that if beam is fail in shear and torsion than they just change the torsion modifier from 0.35 to 0.001 , and then redesign that beam , after designing that beam appear to be pass in shear and torsion , also showing zero r/...- 16 replies
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Salam Alaikom, i am facing issue regarding beam torsion in ETABS, some of my beams fail in torsion whatever depth i choose, i checked my beams in SAFE and they all are passing, can anyone explain to me this situation? which is more accurate in beam design? can i ignore torsion in internal beams in E...
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I modeled the house shown in the attached picture in sap2000. All columns are 30x30cm, the yellow and red beams are 30x30 cm and the orange beams are 20x25cm. When I analyzed the structure, some beams failed in torsion and shear so I reduced the torsion modifier of all beams to 0.01. With a torsion...
