Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Congratulations SSS148 on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

End Releases for Truss Members in ETABS

Thread starter meistersd
Start date Nov 22, 2021

Status: Not open for further replies.

Nov 22, 2021

meistersd

Civil/Environmental

I am designing a three-storey steel building in ETABS with roof truss. Should we assign end releases to the truss members? If so, what is the proper way to apply end releases? I see that even when end releases are not applied, and we check for axial/shear/bending moments in those truss members after analysis, no shear and bending moment forces are being displayed!