• If a member bottom flange is braced for torsional buckling at it's midpoint and end, should I be specifying UNB for those points or is the end node already covered?

    I am modeling an existing warehouse and I'm working on inputting all the design parameters. I have a rafter beam that is braced at the midpoint and end for torsion. How would I specify bracing at these points?

  • instabilities in this warehouse staad model

    Can you please check this model? im getting instabilities. thanks kindly copy and paste to editor STAAD TRUSS START JOB INFORMATION JOB NAME Tenement JOB CLIENT PFMC JOB NO 036 JOB REV 0 JOB PART SUPERSTRUCTURE steel ENGINEER NAME jade ENGINEER…
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