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  • Users: kruq
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  1. kruq

    Composite deck P.N.A location

    Hi, I'm tring to understand how to locate Plastic Neutral Axis in composite beam by Design Example v14.1 Example I.2. Why in choosing shear transfer C=ΣQn there is assumed 50% of minimal C or T? It can't be take into considiration minimal value of C=0.85*fc*Ac and T=AsFy? Thanks for any reply.
  2. kruq

    4-sided HSS column connection

    Hi all, I have question about connection like showed in attachment. I used to work with EC codes so for AISC I need support :) I have two HSS cantilevers attached to HSS 6x6x5/8 column and two HSS beams which are extension for cantilevers to create kind of overhanged beams. On cantilevers there...

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