Structural · S-GYVE4

Typical Wind Screen Plan Detail

Materials

Steel

Elements

Beams Walls Arches Bracing Connections / Plates

Connections

Shear Tab / Single Plate Gusset Plate Bracing Connection Welded Connection Bolted Connection Rebar Splice / Development

About this detail

This plan detail shows a structural steel wind screen column connected to a building column with a thermal break assembly consisting of one-half-inch minimum plates on each side secured with four bolts. A link beam frames into the column using top and bottom L4x4x1/4 minimum angles welded on three sides. Extended shear plates with six bolts provide connections for beams designed for both shear and axial forces, supplemented by a welded continuity plate for shear transfer in the east-west plan direction. A diagonal brace connects via a one-half-inch minimum gusset plate, a three-eighths-inch minimum cap plate, and a shear tab with three bolts minimum typical. Additional splice beam stubs and one-half-inch minimum plates with two bolts are provided as required.

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