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  1. BASE PRESSURE

    AISC ASD AND IS LSD

    What if I have design a PEB structure using AISC-ASD and for design of Connection I am using IS-LSD with a safety factor applied to loads extracted from analysis i.e. If AISC-ASD has given me Bending moment of 250kN/sq.m then that will be 250x1.5= 375kN/sq.m for design of connections using...

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