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Posted: Fri Sep 14, 2018 9:04 am Post subject: Re: Beam Torsion in ETABS
Staad design shear as a ordinary frame (Shear Only from analysis of Earthquake Combination)
ETABS Design shear using 13920-2016 cl 6.3.2, also that mention in earlier code. (Analysis shear & shear due to plastic hinge formation which ever is higher)
failure case larger in Etabs Particularly Shear+Torsion
Can anyone please let me know how to release torsion in beams modelled in etabs?
The beams that generally passed in STAAD even without torsion release are failing in etabs in combined shear and torsion.
Generally do you guys also face problems in beam design in ETABS? I think it unnecessarily calls for extra beam width.
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