Temporary Structure Design by Souder Christopher
Author:Souder, Christopher
Language: eng
Format: epub
ISBN: 9781118934142
Publisher: Wiley
Published: 2014-11-10T00:00:00+00:00
Figure 9.4 shows typical wall forms using and plywood construction.
Figure 9.4 Typical 2 × 4 and plywood formwork.
The following formulas will be used when checking bending, shear, and deflection. The span between components is the unknown variable in this case. In order to know the other variables for each check, the designer must know the material sizes and properties. Figure 9.5 illustrates how multiple spans of plywood decrease bending moment and deflection.
Figure 9.5 Plywood bending and deflection.
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