Read or Download 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08) PDF
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Extra info for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)
Where out-of-plane offsets occur, portions of the wall on each side of the offset shall be considered as separate shear wall lines. 3. Collectors for shear transfer shall be provided through the full length of the shear wall line. American Forest & paper association 4 LATERAL FORCE-RESISTING SYSTEMS 1 For design to resist seismic forces, the shear wall aspect ratio shall not exceed 2:1 unless the nominal unit shear capacity is multiplied by 2bs/h. 5:1 shall be blocked shear walls. 9bs/h. 0. 09h/bs.
Where areas above and/or below an opening remain unsheathed, the height of each opening shall be defined as the clear height of the opening plus the unsheathed areas. 2 The sum of the perforated shear wall segment lengths, ¦Li, divided by the total length of the perforated shear wall. 4 shall apply to the overall shear wall including openings and to each wall pier at the sides of openings. The height of a wall pier with an opening on one side shall be defined as the clear height of the pier at the side of the opening.
See Appendix A for common, box, and sinker nail dimensions. 1 Adhesives: Adhesive attachment of shear wall sheathing shall not be used alone, or in combination with mechanical fasteners. 5, unless other values are approved. 4 Shear Wall Anchorage and Load Path Design of shear wall anchorage and load path shall conform to the requirements of this section, or shall be calculated using principles of mechanics. 1 Anchorage for In-plane Shear: Connections shall be provided to transfer the induced unit shear force, Q, into and out of each shear wall.
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