I totally agree with you.
I checked all those things and got nothing.
Planar support is rigid so there should not be any "hanging" of columns.
I just wanted to check, have this ever happened to you?
Building is in Novi Sad (Serbia), according to our regulations it's VIII seismic zone (ag=0.2g).
I think that's unimportant, my confusion is unusual moment diagram under gravity load.
Lateral force resisting system are frames with shear walls.
Software: Radimpex Tower (www.radimpex.rs)
Maybe i...
Hello,
Task: I need to design a building with 6 stories.
Problem: After calculation, I've got "positive" (bending moments on bottom side) moments on beams above columns (supports) with vertical load.
Possible reason: Shear walls are more rigid than columns so due to uneven vertical...
How can I input dxf cross section in staad pro? I'm working with complex thinwalled steel sections (like Sigma cross section or combination of 2Sigma and 2C).Please help.Thnx
How can I input dxf cross section in staad pro? I'm working with complex thinwalled steel sections (like Sigma cross section or combination of 2Sigma and 2C).Please help.Thnx
