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  1. Tyannotti

    Capacity of Steel Girder Truss when you know the Tension and Compression Loads

    Does anyone out there know how to use just the tension and compression loads to find the total capacity of the girder in PLF? Or to convert to equal point loads? See the attached sketch. According to the attached drawing the reaction is 99 kip - correct? So, that would work out to 2,148 PLF...

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