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  • Users: ERIFW
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  1. ERIFW

    Wind Drift Limits for High Rise Buildings

    I am working through the preliminary design of a 13 story building (steel framed with X bracing) and was hoping to get some feedback on how others go about checking wind drift/interstory drift in their designs. (1) Do you check the drift just at the center of rigidity? (2) Do you check the...
  2. ERIFW

    Stran Steel Joists

    Does anyone know of a resource that would list allowable loads for light gage Stran Steel Joists? I am dealing with an existing building that has 12" 12 gage Stran Steel Joists for the roof. I can't find anything online except some testing done at the University of Michigan in 1945, but it was...

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