• 94 times deflection failure, can't see where program is getting the deflection from.

    Hello, I have a large steel industrial building that I am only trying to do a deflection check on in this model. The strength design is done in a different model under AISC 2016. This deflection model is under AISC 2010 as I have been directed by coworkers…

  • RE: Deflection check result interpretation

    The LOC within the Deflection check refers to the location of the critical section for deflection. It is measured from the start of the member. The one under the heading “Loading/Location” refers to the location of the section which is critical for the…

  • RE: DEFLECTION COMMAND IN STAAD

    Any deflection check limit would always be set using the DFF parameter. So for span/240 you would set DFF as 240 and for span/150 you would set DFF as 150. You will get failures in design if deflection check fails and in such cases DEFLECTION would be…

  • Checking max deflection?

    Hello all, I'm a student learning STAAD.Pro this semester. I've done a beam model with two point loads applied. I've analyzed the model, but I haven't seen an output for what the actual value of max deflection in the beam is. How does STAAD display…
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