Load Path Lateral Loads - WoodWorks

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Chapter 3 - Members and ConnectionsFraming – walls• Accounts for composite actionChapter 3 - Members and ConnectionsSheathing - wallsExtension of 1.15 repetitive member factor, CrChapter 3 - Members and ConnectionsSheathing – roofChapter 4 - Lateral Force-Resisting Systems• General• Wood Diaphragms• Wood Shear Walls• Covers in-plane wind and seismic loadresistance of shear walls anddiaphragms
Chapter 4 - Lateral Force-Resisting SystemsWood DiaphragmsChapter 4 - Lateral Force-Resisting SystemsWood DiaphragmsChapter 4 - Lateral Force-Resisting Systems• Wood Diaphragms• Deflection example• 2008 SDPWS CommentaryChapter 4 – Design Value FormatNominal design valuestabulated for diaphragms:– ASDreduction factor (2.0)– LRFDresistance factor (0.80)
Page 1 and 2: Outline2005/2008 SpecialDesign Prov
Page 3 and 4: Shear Wall - Types1. Individual Ful
Page 5: Chapter 1 - Designer Flowchart Chap
Page 11 and 12: 2008 Wind & Seismic i StandarddTop
Page 14 and 15: Combined Wind Uplift & Shear - WSP
Page 16 and 17: Shear Wall Anchorage - 3" x 3" Defa
Page 18 and 19: Structural t Fiberboard b Shear Wal
Page 20: Questions?• www.awc.org- Online e

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