This assembly features a bar joist seat supported by a 5-inch by 3-inch by 1/4-inch by 1-foot long bearing angle. The angle is centered on the bar joist and shimmed level within a 1-foot wide bearing pocket formed at the joint between two precast concrete panels. Each panel contains a type A53-12 embed plate to support the bearing angle. The bearing angle is welded to only one panel embed plate using a 1/4-inch fillet weld on one side only to allow for thermal movement. The 3/4-inch panel joint is maintained between the concrete elements.
EMBED ANGLE 1'-0" POCKET & 3/4" PANEL JOINT EMBED ANGLE 1'-0" POCKET & CENTER LINE OF PANEL JOINT BAR JOIST SEAT EMBED PLATE TYPE A53-12 AT EACH PANEL L5x3x1/4 x 1'-0" LG BEARING ANGLE CENTERED ON BAR JOIST. SHIM ANGLE LEVEL ROOF DECK & DECK ANGLE NOT SHOWN FOR SAKE OF CLARITY NOTE: WELD TO ONE PANEL EMBED BEARING ANGLE ONLY BEARING POCKET 1/4 ONE SIDE ONLY 5 S502 ____
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