Are seismic loads applied to a retaining wall in combination with the H load?
UBC97 section 1612.2.2 & 1612.3.3 indicate that the H load should be combined
with seismic. ASCE 7-95 does not give load combination that include E & H.
Could anybody shed light on this? Thanks a lot!
Rainier C. Catubig, S.E.
San Diego, California