vertical seismic force for ASCE 7-05
vertical seismic force for ASCE 7-05
(OP)
As per 12.14.3.1.2, vertical effect should be considered if Sds>=0.125. Is that rignt?
But I can't find ths same requirement in IBC 2006, and seems not too much engineer used it.
But I can't find ths same requirement in IBC 2006, and seems not too much engineer used it.






RE: vertical seismic force for ASCE 7-05
RE: vertical seismic force for ASCE 7-05
RE: vertical seismic force for ASCE 7-05