New PDF release: 2008 Special Design Provisions for Wind and Seismic Standard


ISBN-10: 0978624599

ISBN-13: 9780978624590

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Additional resources for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)

Example text

E. bending, shear, compression, tension, and stability). Theoretically, the magnitude of a resistance factor is considered to, in part, reflect relative variability of wood product properties. However, for wood design provisions, actual differences in product variability are already embedded in the reference design values. This is due to the fact that typical reference design values are based on a statistical estimate of a near-minimum value (5th percentile). 65. LRFD resistance factors have been determined by an ASTM consensus standard committee (16).

The Specific Gravity Adjustment Factor shall not be greater than 1. 4. Apparent shear stiffness values Ga, are based on nail slip in framing with moisture content less than or equal to 19% at time of fabrication and panel stiffness values for shear walls constructed with either OSB or 3-ply plywood panels. 2. 5. 5. 6. Where panels are applied on both faces of a shear wall and nail spacing is less than 6" on center on either side, panel joints shall be offset to fall on different framing members.

The design of elements throughout a structure will generally utilize either the ASD or LRFD format; however, specific requirements to use a single design format for all elements within a structure are not included. The suitability of mixing formats within a structure is the responsibility of the designer in compliance with requirements of the authority having jurisdiction. ASCE 7 – Minimum Design Loads for Buildings and Other Structures (5) limits mixing of design formats to cases where there are changes in materials.

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2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08) by AF&PA

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