A wide flange beam connects to a wide flange column sized per plan. Stiffener plates are welded to the column web and flanges with a one-quarter-inch fillet weld typical. An additional girder or beam connects through a bolted shear tab arrangement with standard hex bolts.
TYP. 14 " - GLB PER PLAN WF COLUMN PER PLAN WF BEAM PER PLAN STNFR PL
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