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Could someone please tell me how I can ensure that seismic design standards: IBC-2003 & ASCE 7-02 Occupancy Category = III Seismic use, group II Importance factor = 1.25 S1 = 1-sec. Spectral Response Acceleration = 0.5g Ss = Short period Spectral Response...

I have designed a 15' tall free standing wall of W6X15 I Beams every 10' for 60'. The use of these I beams will likely create a moment of 48,200 inch pounds at floor level. The wall will be on a 6" concrete slab and there is a ceiling 22' above the slab. I am having difficulty creating a design...