Structural · S-XFDME

Typical Cantilever Roof Screen Section

Materials

Steel Glass / Glazing

Elements

Columns Beams Ramps Roofs Floors / Slabs Bracing Connections / Plates

Connections

HSS Connection Bracing Connection Welded Connection Bolted Connection Rebar Splice / Development

About this detail

The roof screen vertical post consists of an HSS 7x7x3/8 member tied into horizontal HSS 5x5x1/4 sections at the top and bottom and an intermediate horizontal HSS 5x5x5/16 member, with all intermediate tube-to-tube connections utilizing L4x4x5/16 angles welded top and bottom without permitted bolting. The base of the vertical post connects directly to an underlying HSS 12x12x3/8 brace beam or a wide-flange beam using a 9-inch by 1/2-inch plate welded with typical 5/16 fillet welds, or is welded directly to the tube beam without a bolt connection where no wide-flange shape exists below. Additional stability is provided by L6x6x3/8 angles measuring one foot long where specified. Section A-A outlines the splice plate to beam joint and wide-flange beam relationships at or beyond the screen post.

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