A three-eighths-inch thick by three and one-half inch wide by five and one-half inch deep shear plate connects the supported beam web to the supporting beam flange. The connection utilizes two seven-eighths-inch diameter A325 bolts with an edge distance of one and one-half inches. One-quarter-inch fillet welds secure the shear plate to the supporting member, with two-inch dimensions shown typical unless otherwise noted. Three-inch vertical bolt spacings govern the tab layout.
3/8"X3 1/2"WX5 1/2"D SHEAR PL (Leh = 1 1/2") W/ (2)7/8" DIA A325 BOLTS 1/4 1/4 3" 3" 2" 2"UON A SECTION
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