A structural steel truss or beam per elevation connects to a hanging member using a 3/8-inch thick gusset plate and a 3/4-inch by 10-1/2-inch by 1'-2" plate secured with four bolts maintaining a 1-1/2-inch minimum edge distance. The bracing member per elevation attaches to the gusset plate with two bolts at 3-inch on-center spacing, with 1-inch minimum typical edge distance and 1-1/2-inch typical clearance. Fillet welds of 1/4-inch size connect the gusset and plates to the structural elements, adhering to AISC beam workable gage requirements.
C TRUSS OR BM PER EL GUSSET PL3/8 W/ (2) BOLTS AT 3" OC BRCG PER EL 1/4 PL3/4X10 1/2X1'-2" W/ (4) BOLTS 1 1/2" MIN EDGE DIST HGR PER EL 1/4 1/4 WORKABLE GAGE" BOLT GAGE PER "AISC BEAM MAX 1 1/2" TYP 1 1/2" TYP 1" MIN K WP
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