A structural concrete strut connection is detailed with embedded steel plates, reinforcing bars, and welded structural angles. The plan view shows a 1/2-inch by 1-foot plate with two number six bars measuring 48 inches long at a 6-inch gauge, paired with 4x4-W2.1xW2.1 welded wire fabric and epoxy grout placed after welding. An angle sized 4x4x5/16 connects per plan where indicated. Sections C and D detail plate dimensions including a 3/8-inch by 8-inch by 8-inch plate and a 3/8-inch by 12-inch by 1-foot plate with two number six bars. Low-hydrogen welds with 1/4-inch and 5/16-inch sizes secure the steel components with a 3-inch clearance.
4x4-W2.1xW2.1 WWF W/ EPOXY GROUT AFTER WELD ANGLE PER PLAN (WHERE OCCURS) 4" LO HYD 1/4 C - D - (TYP) 3" CLR PLAN VIEW D SECTION C SECTION PL 1/2"xt"x1'-0" W/ (2) #6x48" LONG @ 6"GA 6" 1/4 4" L4x4x5/16 PL 3/8"x8"x8" 24" 1/4 3 SIDES 5/16 3" 3" 6" LO HYD (TYP) LO HYD 1/4 8" 1/2" PL TYP PL 1/2"x7 1/2"x1'-0" PL 3/8"X12"x1'-0" W/ (2) #6 BARS
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