These structural details show cantilever steel beams framing into a column web and column flange as moment connections. The assembly features a column cap plate sized to match the column or girder flange, welded with five-sixteenth-inch fillet welds at the web and partial-joint-penetration welds at the flange. Continuity plates are provided on top and bottom on both sides, with specific sizing notes for flange thicknesses and plate dimensions. Shear tabs with bolted connections are included as referenced for web connection support, with specific provisions to omit certain plates if dimensions are less than three inches.
"tbf" FLANGE THICKNESS NOTES: 1. USE THICKEST FLANGE WHEN CALCULATING CAP THICKNESS. 2. "tcf" = INDICATES THICKNESS OF COLUMN FLANGE. A CANTILEVER BEAM TO COLUMN WEB (MOMENT CONNECTION) "tf1" "tf1"+ 14 " "tbf"+ 14 " "tf2" "tf2"+ 14 " DCW, C.P. T&B TYP. 14 " TYP. "A" "A" IF LESS THAN 3" OMIT THIS PLATE CONTINUITY PLATES T&B BOTH SIDES SEE TYP. DETAIL SEE 1/s-501 FOR SHEAR TABS WELDS AND BOLTS "tbf" OF GIRDER WHICH EVER IS GREATER COL. CAP PLATE (PLATE WIDTH TO MATCH COL. OR GIRDER WHICHEVER IS GREATER) "tbf" FLANGE THICKNESS NOTES: 1. USE THICKEST FLANGE WHEN CALCULATING CAP THICKNESS. 2. "tcf" = INDICATES THICKNESS OF COLUMN FLANGE. B CANTILEVER BEAM TO COLUMN FLANGE (MOMENT CONNECTION) "tbf"+ 14 " DCW, C.P. T&B TYP. 14 " TYP. "A" "A" IF LESS THAN 3" OMIT THIS PLATE AND SLOPE BOTTOM CONTINUITY PLATE SHOWN AS DASHED CONTINUITY PLATES T&B BOTH SIDES SEE TYP. DETAIL SEE 1/s-501 FOR SHEAR TABS WELDS AND BOLTS "tbf" OF GIRDER WHICH EVER IS GREATER COL. CAP PLATE (PLATE WIDTH TO MATCH COL. OR GIRDER WHICHEVER IS GREATER) "tcf" WEB TO CAP PLATE 516 " 516 " DCW, P.P. FLANGE TO CAP PLATE 0.75tcf 1 1
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