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  1. Waqas Haider
    Assalam o alaikum, Dear seniors, I am to design a two story frame structure in Seismic zone 3. UBC tells me about two SPECIAL SEISMIC LOAD COMBINATIONS. For Zone 1, 2 A, 2B I use ASD load combinations for footing stability design i.e. bearing pressure check, uplift check, sliding check and over turning check. But for zone 3 should i include this special seismic load combinations for footing design also?? Section 1612.4 tells, for both ASD and LRFD the following special load combos should be used 1.2D + f1L + 1.0Em and 0.9D + 1.0 Em...................... for both ASD nd LRFD same combination?? I am very much confused and need urgent reply... Jazak Allah...
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