This structural detail shows a panel joint connection featuring a WT10.5x36.5 structural tee measuring two feet long with a yield strength of fifty ksi. The assembly includes eight number eight full-length weldable reinforcing bars staggered as shown, an L8x6x3/4 angle measuring one foot six inches long with long leg vertical, and a three-eighths by eight and one-half by zero-foot-eleven-inch plate. A three-quarter-inch gusset plate and a one-by-eight-by-one-foot-six-inch knife plate connect the assembly, along with a three-quarter by six by zero-foot-six-inch stabilizer plate. The connection incorporates embed plate P300 per the typical embed plate schedule and an embed plate measuring three-quarters by fifteen inches by one foot six inches with nine three-quarter-inch diameter by six-inch headed studs.
1 2 3 4 5 6 7 8 EMBED PLATE SCHEDULE EMBED PLATE P300 PER TYPICAL PLATE 3/4" x 6" x 0'-6" STABILIZER 1" x 8" x 1'-6" KNIFE PLATE 3/4" GUSSET PLATE 3/8" x 8 1/2" x 0'-11" PLATE L8x6x3/4 x 1'-6" (LLV) REBAR, STAGGER REBAR AS SHOWN (8) #8 x FULL LENGTH WELDABLE WT10.5x36.5 x 2'-0" (Fy=50 KSI) PLAN VIEW AT PANEL JOINT CONDITION 3 4 9 3" 9 EMBED PLATE 3/4" x 15" x 1'-6" w/ (9) 3/4" DIA. x 6" HEADED STUDS 1" EQ. EQ. 1" 1" 4" 1" 18" 2 1
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