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  1. WHPE

    What is the section modulus of 3/8" A36 steel plate

    I'm running an analysis of a 11.25" tall (deep) Flitch Plate - iLevel Truss Joist beam utilizing a "BLT sandwich" of a 1.75" 1.9E LVL Microllam, a 3/8" ASTM A36 steel plate, a 3.5" 1.55E LSL Timberstrand, another 3/8" plate, and finally, another 1.75" 1.9E LVL (all being 11.25" and bolted...

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