A steel girder and steel deck bearing assembly connects to a concrete tilt-up wall panel. A 1/2-inch by 28-inch by 18-inch embed plate with twelve 3/4-inch diameter by 5-inch heavy-duty stud anchors is cast into the concrete wall panel at each joist location. Scheduled horizontal panel reinforcement or a continuous number 5 reinforcing bar is provided at the deck bearing. A 6-inch by 6-inch by 1/2-inch by 12-inch long joist bearing angle with a 3/8-inch stiffener at the center welds to the embed plate with a 5/16-inch fillet weld. The steel girder and steel deck frame into the assembly with typical 3/16-inch fillet welds. An additional 6-inch by 4-inch by 5-inch steel angle connects with two 3/4-inch diameter expansion bolts at 5 inches on center.
TYP. 3/16" TYP. 3/16" TYP. 3/16 4 TYP. 1/4 1/4 ANGLE TO EMBED 5/16" STEEL GIRDER STEEL DECK CONC TILT-UP WALL PANEL 6x6x1/2 x 12" LONG JOIST BEARING ANGLE w/ 3/8" STIFFENER @ CENTER 1/2"x28"x18" EMBED PLATE w/ (12) 3/4" DIA x 5" HSA @ EA JST SCHEDULED HORIZ PANEL REINF OR (1) #5 x CONT. MIN. AT DECK BEARING 6x4x5/16 STEEL ANGLE WITH (2) (;3$16,21%2/76$7 O.C.
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