These structural details show heavy steel column base plates configured with welded shear lugs and anchor bolt configurations. Base Plate A features an L-shaped layout with a 2-inch by 6-inch by 2-foot-0-inch shear lug and specified dimensions of 3-feet-4-inches minimum. Base Plate B shows a rectangular layout measuring 1-foot-8-inches by 3-feet-4-inches minimum to 4-feet-0-inch maximum with a 2-inch by 6-inch by 15-inch shear lug. Notes instruct to increase the plate size as necessary for the required weld length, and to contact structural engineering if the plate must exceed 4-feet-0-inch due to the gusset weld.
2" 6" 2" 2" ℄ 2"x6"x15" SHEAR LUG 2" 3'-4" MIN - 4'-0" MAX 4" 4" 1'-8" 2" 2" ℄ ℄ IF PLATE MUST BE LONGER THAN 4'-0" DUE TO GUSSET WELD, PLEASE CONTACT STRUCTURAL ENGINEERING (ZAC CHRISTOPULOS) ℄ 2"x6"x2'-0" SHEAR LUG 2" 3'-4" MIN. 2" 1'-8" 2" 2" ℄ ℄ 2" 2" 2" 2" 3'-4"MIN. 2" 2" 2" 2" 1'-8" BASE PLATE B BASE PLATE INCREASE AS NECESSARY FOR REQUIRED WELD LENGHT A INCREASE AS NECESSARY FOR REQUIRED WELD LENGHT
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