• Tension Slenderness Ratio - Same Beam - Different Results

    Structural EIT
    Structural EIT
    I have two beams spanning 73'-6" in Ram Elements. They act as chords to a horizontal truss and as such experience tension and compression. In sizing the beams, I tried to adhere to the slenderness ratio upper limit of L/300. I ran a model where one of…
    • over 2 years ago
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