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  1. Haamed

    Axial force stress check of column in SAP2000

    Thanks for the responses. I believe the basis of this conflict is that you've presumed a lot of things without realizing how vastly different the possibilities can be. I don't design structures, I work as a quality control engineer on an EPC project in the middle east, and things are really...
  2. Haamed

    Axial force stress check of column in SAP2000

    Hi everyone So I'm getting an overstress error for a column in SAP2000 and when I check the data I have: STRESS CHECK FORCES & MOMENTS (Combo UEY-03) (ASCE 12.4.3.2(5): (1.2+0.2*Sds)*D + 1.0*L + Omega0*Qe) Location Pu Mu33 Mu22 Vu2 Vu3...

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