Seismic 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…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys