Structural · S-6K5XA

Details Of Hss Post To Beam Connections

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

HSS Connection Welded Connection Bolted Connection

About this detail

Hollow structural section column to wide flange beam connections in various configurations. A post above a beam is supported by a three-quarter inch connection plate welded with five-sixteenth inch fillets and four seven-eighth inch diameter bolts, featuring three-eighth inch stiffener plates on each side. A post below a beam utilizes side angles sized six by four by three-eighths, connected using seven-eighth inch diameter through-bolts centered in fifteen-sixteenth by three-inch vertical slots tightened snug only, and left unwelded to the girder. A continuous post past the beam incorporates similar side angle connections with slotted bolt holes. A bearing post past the beam features a top connection plate and through-bolts. Five-sixteenth inch typical fillet welds are applied as indicated on the details.

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