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  1. tatadj

    Reduce live load factor for column or foundation design of multi-storey buildings to ASCE7-10

    Dear all, I have no idea how to get moment for column or foundation design of multi-storey building to ASCE7-10. I can get the reduced axial force by hand calculation for ground floor column (for example), but I cannot calculate or analysis to get reduced moment. It's because the reduced method...

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