ASCE 7 versus AWWA D100 seismic loads
ASCE 7 versus AWWA D100 seismic loads
(OP)
Calculations I'm reviewing require seismic loads to be calculated using AWWA D100 (for elevated water tanks). The contractor has provided seismic loads using ASCE 7.
Does anyone know if ASCE 7 is more conservative than AWWA D100? I'm a little curious about how the 2 standards compare even though I'm probably going to have to specify the loads be re-done anyway. Any help would be appreciated.
Does anyone know if ASCE 7 is more conservative than AWWA D100? I'm a little curious about how the 2 standards compare even though I'm probably going to have to specify the loads be re-done anyway. Any help would be appreciated.
RE: ASCE 7 versus AWWA D100 seismic loads
RE: ASCE 7 versus AWWA D100 seismic loads
RE: ASCE 7 versus AWWA D100 seismic loads