By American Wood Council
Wind and Seismic layout advisor, published to be used with 2005 NDS wooden layout package deal.
Read Online or Download ASD/LRFD Wind & Seismic, Special Design Provisions For Wind And Seismic, With Commentary PDF
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Extra resources for ASD/LRFD Wind & Seismic, Special Design Provisions For Wind And Seismic, With Commentary
The Commentary to the SDPWS is provided herein and includes background information for each section as well as sample calculations for each of the design value tables. The Commentary follows the same subject matter organization as the SDPWS. Discussion of a particular provision in the SDPWS is identified in the Commentary by the same section or subsection. When available, references to more detailed information on specific subjects are included. In developing the provisions of the SDPWS, data and experience with structures in-service has been carefully evaluated by the AF&PA Wood Design Standards Committee for the purpose of providing a standard of practice.
Nails shall be spaced not less than 3/8" from edges and ends of panels. Wood framing shall be 2" nominal or wider. 6 Shear Walls Diagonally Sheathed with Double-Layer of Lumber: Double diagonally sheathed lumber shear walls are permitted to be used to resist wind forces and seismic forces in Seismic Design Categories A, B, C, and D. Double diagonally sheathed lumber shear walls shall be constructed of two layers of 1" thick nominal diagonal sheathing boards laid perpendicular to each other on the same face of the supporting members.
6Ga was used to derive tabulated Ga values. 4Ga was used to derive tabulated Ga values. 2E for diaphragms constructed as follows: Sheathing material = Sheathing Grade, 3/8" minimum nominal panel thickness Nail size = 8d common nail Diaphragm length = 24 ft Diaphragm width = 24 ft Panel edge nail spacing = 6 in. Boundary nail spacing = 6 in. c. at boundary parallel to load (4 in. c. 4 x ns(ASD) closely match test data for blocked and unblocked diaphragms. 5 is provided to adjust tabulated Ga values (based on fabricated dry condition) to approximate Ga where “green” framing is used.