A steel girder bears onto a concrete tilt-up wall panel at a vertical panel joint. The connection uses a half-inch by twenty-eight-inch by fourteen-inch embed plate secured with eight three-quarter-inch by five-inch headed stud anchors. A seat angle measuring six by six by three-eighths inches by zero feet eight inches features two half-inch stiffener plates and supports the steel girder. One three-quarter-inch diameter A325 bolt in a long slotted hole parallel to the tilt-up panel secures the girder flange to a three-eighths-inch by six-inch steel plate.
(1) 3/4" DIA A325 BOLT IN LONG SLOTTED HOLE PARALLEL TO THE TILT- UP PANEL CONC. TILT-UP PANEL JST BEARING L6x6x3/8 x 0'-8" w/ (2) 1/2" STIFFENER PLATES PANEL JOINT 1/2"x28"x 14" EMBED PLATE Z[+6$ 3/8"x6"x LENGTH REQUIRED STEEL PLATE TYP. 5/16 STEEL GIRDER 6" 2" 6" 4" 2"
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