This plan detail shows a steel beam connection reinforced with one-half-inch by fourteen-inch Grade 50 added web plates cut to height as required for the k-distance. The plates are positioned on both sides of the connection where indicated on the plans, joined by a five-sixteenths inch fillet weld on three sides typically. The assembly includes first-row and additional second-row bolts whose size and quantity are sized per the structural notes and plan. A note indicates that the detail is similar at the beam-to-column connection with a shear tab thickness difference determined by the collector line.
NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN 5/16 (3) SIDES TYP. 1/2"x14" ADDED WEB PL. GR. 50 CUT TO HEIGHT AS REQ'D FOR "k" DISTANCE. PL. SHALL BE ON BOTH SIDES OF CONNECTION WHERE INDICATED ON PLANS D PLAN VIEW FOR ADDED WEB PLATE 1'-2" NOTE: DETAIL SIM. AT BEAM TO COL. CONNECTION 1.5P THICKNESS OF SHEAR TAB DIFFENCE FROM REQUIRED BY COLLECTOR LINE
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