A typical braced frame connection at a column-to-beam intersection features a gusset plate welded to the column and beam flanges. The gusset plate attaches to the column via complete joint penetration welds on three sides, typical. The beam-to-column connection utilizes complete joint penetration welds with demand critical welds, typical. The working point sits at the intersection of the column centerline and the beam centerline. Column stiffeners and doubler plates are required per detail 9/S-60013. The brace angle varies relative to the beam centerline.
Text on the drawing
WP CL COL REFER TO DET. FOR COLUMN STIFFENERS AND DOUBLER PLATES AS REQUIRED VARIES CL BEAM CL BRC WHERE OCCURS T/ SLAB CJP, DCW 3 sides TYP CJP, DCW TYP 9/S-60013
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