Structural · S-QHMCP

Canopy Beam at Column Connection

Materials

Steel Timber / Wood Metal (misc.)

Elements

Columns Beams Roofs Canopies Decks Arches Connections / Plates

Connections

HSS Connection Welded Connection Bolted Connection

About this detail

A canopy beam-to-column connection utilizes a 50 KSI web plate sized to the beam web thickness plus one-eighth inch with three seven-eighth inch diameter erection bolts. The top and bottom flanges feature complete joint penetration welds, while the web connection includes five-sixteenth inch fillet welds with one-inch returns. A three-eighth inch full-height web plate on each side matches the column width, and stiffener plates are welded with complete joint penetration and fillet welds. Additional support elements include an HSS16x4x3/16 blocking with three-inch diameter ventilation holes spaced at twenty-four inches on center, four three-quarter inch erection bolts at the beam gage, and a continuous three-eighth inch bent closure plate at the metal roof deck. Tapered canopy steel beams follow architectural slopes with plates matching flange widths and thicknesses.

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

Similar details