CIRCULAR BEAMS RELEASES PROBELM FOR STEEL TOWER NEED HELP
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…
RE: Time history analysis of an elevated water tank
Modeling the mass of water for dynamic analysis can be tricky and I don’t think you should use the hydrostatic pressure loads applied on the walls/floor of the tank for that purpose. I would rather calculate the total load due to the water and apply it…