An angle brace connects perpendicularly to the top chord of an open web steel joist at a panel point, utilizing a 1/4 inch by 4 inch by 6 inch plate welded with 3/16 inch fillet welds on three sides. The angle brace consists of an L4x4x1/4 member measuring 1 foot 0 inches in length. Additional continuous bent plates and L4x4x1/4 members spaced at 6 feet 0 inches on center are detailed as required per plan. Field connections incorporate specified weld sizes and plate dimensions to transfer the 2,000 pound tension load.
L4x4x1/4 AT 6'-0" O.C. WELD PL 1/4"x 5"x 0'-5" PL 1/4"x REQ'Dx CONT BENT PL 1/4"x REQ'Dx CONT 3" REQ'D SEE DETAIL 9/S512 FOR TOP CONNECTION L4x4x1/4 x 1'-0" AT PANEL POINT STEEL JOIST, SEE PLAN ANGLE BRACE WHERE OCCURS, SEE PLAN 3/16 SECTION A-A 3/16 3/16 WELD PL 1/4"x4"x0'-6" KICKER PERPENDICULAR TO JOIST 3/16 3 1/4 3-SIDES 3-SIDES AT OPEN WEB STEEL JOIST 2,000# TL A A
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