https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/230750/apply-of-lrfd-load-combination---asce-sei-7-05Seismic load combinations are: 1.2D + 1.0E + L + 0.2S 0.9D + 1.0E + 1.6H While calculating the E loading, shall we do it for 1.0D + 1.0L OR based on the factors indicated in the mentioned combinations: 1.2D + 1.0L 0.9D **It is known that noen-USTelligent Community 12