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

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


ISBN-10: 0978624599

ISBN-13: 9780978624590

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

Sample text

0. 09h/bs. 0. 2 shall apply as illustrated in Figure 4F. Design for force transfer shall be based on a rational analysis. The following limitations shall apply: 1. The length of each wall pier shall not be less than 2'. 2. A full-height wall segment shall be located at each end of a force-transfer shear wall. 3. Where out-of-plane offsets occur, portions of the wall on each side of the offset shall be considered as separate force-transfer shear walls. 4. Collectors for shear transfer shall be provided through the full length of the force-transfer shear wall.

For other than short-term wind and seismic loads (10-minute basis), adjustment of design capacities for load duration or time effect shall be in accordance with the National Design Specification® (NDS®) for Wood Construction (6). design of wood members and connections. 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.

Although the three-span continuous condition results in higher capacity, the more conservative two-span continuous condition was selected because this condition frequently exists at building end zones where the largest wind forces occur. 2B. 2. 2C provides out-of-plane bending strength capacities for cellulosic fiberboard sheathing based on minimum modulus of rupture criteria in ASTM C 208. 1-1. 1 Nominal Uniform Load Capacities (psf) for Wall Sheathing Resisting Out-of-Plane Wind Loads for the following conditions: Sheathing type Span rating or grade Min.

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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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