A WT10.5x31 structural tee member connects to a column with a column cap plate below, utilizing three-quarter-inch by three-inch tie plates and lateral tie plates sized per plan. A one-foot-zero-inch splice weld length is specified, with five-sixteenths inch typical fillet welds joining the steel plates. The assembly transfers structural loads through the spliced WT section and welded tie plates.
WT10.5x31 LATERAL TIE PL PER PLAN A-A 1'-0" COL CAP PL BELOW 5/16 TYP 3/4"x3" TIE PL AS SCHEDULED SPLICE WELD LENGTH
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