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STRUCTURAL GLASS FACADES - USC School of Architecture

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A simple example is a long-spanning<br />

truss with a square or rectangular outer<br />

chord, presenting a flat face for the<br />

attachment <strong>of</strong> a veneer glazing system. If<br />

the same or similar square or rectangular<br />

section is used for the strongback, the<br />

glazing system can be applied<br />

seamlessly across the varied spanning<br />

conditions.<br />

Closed or open section structural<br />

members are <strong>of</strong>ten used as simple<br />

Figure 2.2 A veneer type system in section view is<br />

continuously supported by either a simple strongback<br />

or the outher chord <strong>of</strong> a truss (ASIDI).<br />

strongbacks, as with a rectangular<br />

section steel tube spanning between floor<br />

decks. The strongback can be modified to<br />

accommodate the attachment <strong>of</strong> any type <strong>of</strong> glazing system. With a square or rectangular<br />

section, a glazing system can be continuously supported at the face <strong>of</strong> the strongback.<br />

2.2.3 Space Frames and Space Trusses<br />

The terms space frame and space truss are used interchangeably in the industry. Space<br />

frames are three-dimensional, multiple layer truss systems, <strong>of</strong>ten constructed with<br />

prefabricated components; nodes and struts, that can be assembled with bolted connections<br />

in the field. They are 3-dimensional truss networks capable <strong>of</strong> 2 and even 3-way spanning<br />

depending upon geometry and configuration. They are seldom used in vertical façade<br />

applications because <strong>of</strong> the frame depth encroaching on the interior space, and the<br />

particularly dominant aesthetic which some designers object to. They do provide a uniform<br />

grid to high tolerance that can be convenient for attaching a glazing system.<br />

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