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Title: Section 1608  •  Size: 0

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SECTION 1608 - DEFLECTION

The deflection of any structural members shall not exceed the values set forth in Table 16-D, based on the factors set forth in Table 16-E. The deflection criteria representing the most restrictive condition shall apply. Deflection criteria for materials not specified shall be developed in a manner consistent with the provisions of this section. See Section 1605.6 for camber requirements. Span tables for light wood-frame construction as specified in Sections 2326.8 and 2326.8.2 shall conform to the design criteria contained therein. (For concrete, see Section 1909.5.2.6; for aluminum, see Section 2003.)

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