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STRUCTURAL GLASS FACADES - USC School of Architecture

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3.3.1.2 Develop an appropriate surface geometry and<br />

glazing grid<br />

This is the foundation point <strong>of</strong> a façade design, regardless <strong>of</strong> structure type, glazing type or<br />

other considerations. The definition <strong>of</strong> the glass grid will inform the subsequent decisionmaking<br />

process.<br />

3.3.1.3 Select a glass system type<br />

Point-fixed systems are most commonly used with structural glass facades, but may not be<br />

the cheapest solution if cost is the predominant consideration. Options are discussed in<br />

chapters 2 and 6.<br />

3.3.1.4 Select a structure type<br />

Evaluate and select a structure type to function as the structural support system for the<br />

façade. The various systems are quite flexible in terms <strong>of</strong> supporting any <strong>of</strong> the glass system<br />

options. Structure options are discussed in chapters 2 and 6.<br />

3.3.1.5 Execute a preliminary structure analysis<br />

A preliminary analysis <strong>of</strong> the structure should represent a reasonably close approximation <strong>of</strong><br />

the final design, within 10 to 15 percent. Assumed member sizes will be tested as a function<br />

system deflection, and adjusted as appropriate. The analysis should yield preliminary<br />

deflections, member loads and reactions. Determination <strong>of</strong> member sizes can then be used<br />

for costing purposes. Reaction loads are important to the building engineer in the sizing <strong>of</strong><br />

boundary steel supporting the façade structural system.<br />

3.3.1.6 Develop a preliminary cost estimate<br />

The output from the preliminary analysis combined with the selections for glass and glass<br />

system should provide for a close approximation cost estimate for budgeting purposes. At<br />

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