Problem modelling plates on top of beams for elevated steel water tank
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help.
The problem is:
While the beam offset works perfectly for modelling a beam…
Bracing connections as per IS 800
How to perform these type bracing of connections in STAAD Pro as per IS 800 code. Is there anyother software available from bentley?