Hi guys,
I was given a task to design a tank based on C2 seismic, however, the client gave me an added 'B2' as part of the seismic calculation. When I asked what is 'B2' actually stands for. He let me to calculation under 'Static Equipment' through a simple guide of 'Seismic requirement summary' that based much on ASCE 7-10 standards. However, after going through the standards, I just assumed that B2 is Static Equipment.
What I understand is C2 is Category 2.. and B2 is Static Equipment... Correct me if I am wrong...
There is also 2/3 MCER and OBE which baffles me, is there any guides or book that can let me understand all this terms. Any help would be greatly appreciated. Thank you.
p.s: My communication with the guy is buffered and so far it is difficult to have a proper communication.



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