Thank you very much dig1,
I will read chapters 15 and 13 tomorrow when I get back to office. I admit that I am not familiar with ASCE so I overlooked that.
I am not really concerned about design nor safety. Anchor and skirt are pretty oversized. Seismic loads for this project are not a big...
Hello forum,
Can anyone help me with this issue?
I have performed calculations for a vessel that requires to consider seismic loads as per ASCE-7 2016. Some questions have arised concerning the structural height.
Let me describe you briefly the vessel: it is a cylindrical shell 4000 mm TL-TL...
