Shear Deformation in beams in SAP2000?
Shear Deformation in beams in SAP2000?
(OP)
I know that thin shell elements do not account for shear deformations, while thick shell elements do. However, I am wondering if these effects are accounted for in beam analysis and if so, if there is a way to turn it on and off. Any insight here would be appreciated.





RE: Shear Deformation in beams in SAP2000?