This structural steel connection detail shows a WT 5x22.5 beam framing into a hollow structural section hanger. The HSS hanger is slotted to receive a fin plate, with the slot size constrained to a maximum of one-eighth inch larger than the fin plate thickness. Full-depth three-eighths inch stiffener plates are welded to each side of the supporting girder. Connections include complete joint penetration welds with reinforced fillets and type C1 bolted fin plate connections as specified per plan.
SECT A-A WT 5x22.5 BEAM EA SIDE WHERE OCCURS, SEE PLAN BEAM PER PLAN ALIGN CENTER LINE OF GIRDER & BEAM WITH CENTER LINE OF HSS HANGER SLOT TUBE FOR FIN PLATE SLOT SIZE 1/8" MAX LARGER THAN FIN PLATE THICKNESS HANGER SHOWN ON PLAN THUS PLAN A-A END PL3/8 HUNG BM PER PAN HSS HANGER PER PLAN FULL DEPTH STIFF PL3/8 EA SIDE GIRDER PER PLAN FIN PLATE PER CONN TYPE C1 CONN AT THIS SIDE WHERE OCCURS 1/4+CAP 1/4+CAP 1/4+CAP 1/4+CAP (1/4) CJP W/ REINF FILLET NOTE: 1. SEE TYP BEAM CONNECTION DETAIL TYPE C1 FOR FIN PLATE, AND BOLT SIZES. SECT A-A WT 5x22.5 BEAM EA SIDE WHERE OCCURS, SEE PLAN BEAM PER PLAN ALIGN CENTER LINE OF GIRDER & BEAM WITH CENTER LINE OF HSS HANGER SLOT TUBE FOR FIN PLATE SLOT SIZE 1/8" MAX LARGER THAN FIN PLATE THICKNESS HANGER SHOWN ON PLAN THUS PLAN A-A END PL3/8 HUNG BM PER PAN HSS HANGER PER PLAN FULL DEPTH STIFF PL3/8 EA SIDE GIRDER PER PLAN FIN PLATE PER CONN TYPE C1 CONN AT THIS SIDE WHERE OCCURS 1/4+CAP 1/4+CAP 1/4+CAP 1/4+CAP (1/4) CJP W/ REINF FILLET NOTE: 1. SEE TYP BEAM CONNECTION DETAIL TYPE C1 FOR FIN PLATE, AND BOLT SIZES.
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