A structural steel beam connects to a column per plan using shear plates on each side with erection bolts as required. Top and bottom stiffener plates are welded to the column and beam flanges. Welds and plates are sized per schedule 17/U-S5.60.
STIFF PL T&B PER 5/U-S5.51 PL EA SIDE PER TABLE W/ ERECTION BOLTS AS REQD BM PER PLAN t3 t2 t1 L1 COL PER PLAN NOTE: SEE SCHEDULE 17/U-S5.60 FOR WELDS & PLATES
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership