Good day guys! I am currently designing Water Tank Steel Tower and I have a lot of questions about it so I'll just enumerate it. 1. For a circular beam (which from Structure Wizard, composed of segmented beams) should I make releases or not? If yes…

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…