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  1. Debian

    Help for steel stress check design

    well, sorry: Mu33/Mrd = 70,697/104,35=0,677*0,9(phi)=0,610 Mmayor ratio but is always far away from 0,997 !
  2. Debian

    Help for steel stress check design

    Hallo, sorry for my english, I write from Italy. I would like to know: when I perform the check of the structure (i.e. a simple steel beam) I obtain a Total Ratio of 0,997 (= 0,000 + 0,997 + 0,000) My bending moment is Mu33= -70,697Kip*in and (I do like this in Italy) if SMayor= 2,087 and Fy=50...

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