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 no live load or % of the live load will be considered in the E loading calculations.
Thanks.