Structural · S-ETCN5

Wind Girt to Tilt-Up Panel Connection

Materials

Steel Timber / Wood Metal (misc.)

Elements

Columns Beams Roofs Canopies Decks Arches Bracing Connections / Plates

Connections

HSS Connection Bracing Connection Welded Connection Bolted Connection

About this detail

A wind girt and low steel beam connect to a tilt-up wall panel, featuring an HSS blocking member with ventilation holes spaced at twenty-four inches on center. The steel girt connects to the steel column with partial joint penetration welds at the top and bottom flanges, alongside a steel angle erection aid. A continuous three-eighths inch bent closure plate seals the metal roof deck edge. Additional framing utilizes three-eighths inch stiffener plates on each side, four three-quarter inch erection bolts at the beam gage, and a three-eighths inch thick by four inch wide plate. An L2x2x3/16 kicker angle is positioned at thirty-six inches on center where dimension X exceeds six inches.

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