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  • Users: b-clark
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  1. b-clark

    AISC 15th Spec - F7.3 (WLB for Box Beams) Doesn't make sense

    We design a lot of box beams where I work, so we use F7 a lot. In the AISC 15th, they added a brand new section for slender webs that wasn't there before. It's broken down into two sub-sections: (1) Compression flange yielding (2) Compression flange local buckling I'm not seeing how...
  2. b-clark

    Large Deformations/Nonlinear Analysis Possible in RISA-3D?

    I know RISA-3D can take P-Delta into account, but it doesn't seem to take other large deformation effects into account. Or maybe I just don't know how. For instance, if you fix a cantilever beam to one node and load the opposite such that there is a lot of deflection, the second node has no...

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