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.
Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
Shear Deformation in beams in SAP2000?
- Thread starter hubdub
- Start date
- Status
Similar threads
- Question
- Question