Structural · S-Q8V37

Top Of Hss Post

Materials

Steel

Elements

Columns Beams Roofs Arches Bracing Connections / Plates Reinforcing

Connections

Braced Frame Connection Shear Tab / Single Plate HSS Connection Bracing Connection Bolted Connection

About this detail

A 5-inch extra-strong steel pipe post extends vertically above a structural steel beam with a maximum twenty-one inch height, capped with a half-inch plate welded with a five-eighths inch typical fillet weld. The post bears down on a steel beam detailed with top and bottom half-inch plates and is stabilized by full-depth half-inch web stiffener plates on both sides welded to the web with five-sixteenths inch fillet welds. A half-inch thick shear tab connects the beam assembly using four bolts. The contractor is responsible for designing the tie-off system and its connection to resist an ultimate horizontal load of 5000 pounds in any direction, increased to 10000 pounds at the level 3 roof.

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