Load Combinations with E and H
Load Combinations with E and H
(OP)
I am working on a cantilever retaining wall that has seismic loading that was provided by the Geotech. Looking at stability and the load combination 0.6D+0.7E+H from ASCE7, is it appropriate to reduce E and H by the same amount that D is since they are both functions of D?





RE: Load Combinations with E and H
http://www.krmconsultants.com
RE: Load Combinations with E and H
RE: Load Combinations with E and H