AISD seismic provisions
AISD seismic provisions
(OP)
Fellers,
I want to clear something in my mind. We do mostly low seismic projects in the midwest. If we have SDC A-C are we required to use the Cd and the overstrength factor in designing our bracing connections for steel framed buildings? I am reveiwing the Seismic revisions and it states SDC D or higher are subject to the requirements
thanks
I want to clear something in my mind. We do mostly low seismic projects in the midwest. If we have SDC A-C are we required to use the Cd and the overstrength factor in designing our bracing connections for steel framed buildings? I am reveiwing the Seismic revisions and it states SDC D or higher are subject to the requirements
thanks






RE: AISD seismic provisions
RE: AISD seismic provisions
Mike McCann
MMC Engineering