2001 ASD/LRFD Wind/Seismic Supplement - American Wood Council

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2001 EDITIONSUPPLEMENTSpecial DesignProvisions forWind and SeismicASD/LRFDALLOWABLE STRESSDESIGNLOAD AND RESISTANCEFACTOR DESIGNMANUAL FOR ENGINEEREDWOOD CONSTRUCTIONCopyright © 2001American Forest & Paper Association, Inc.
ASD/LRFD SUPPLEMENT – SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMICTable of ContentsChapter/TitlePageChapter/TitlePage1 Designer Flowchart ..................................................11.1 Flowchart2 General Design Requirements .. 32.1 General2.2 Terminology2.3 Notation4 Lateral Force-ResistingSystems .............................................................................................. 114.1 General4.2 Wood Diaphragms4.3 Wood Shear Walls5 References .................................................................................293 Members and Connections .................73.1 Framing3.2 Sheathing3.3 ConnectionsList of Tables3.1.1.1 Wall Stud Bending Stress Increase Factors ..........83.2A Nominal Uniform Load Capacities, psf,for Wall Sheathing Resisting Wind Loads .............93.2B Nominal Uniform Load Capacities, psf,for Roof Sheathing Resisting Wind Loads ........ 104.2.4 Maximum Diaphragm Aspect Ratios(Horizontal or Sloped Diaphragms) .......................... 134.2A Nominal Unit Shear Values for Wood-FrameDiaphragms (Blocked Wood Structural PanelDiaphragms) ............................................................................................ 164.2B Nominal Unit Shear Values for Wood-FrameDiaphragms (Unblocked Wood StructuralPanel Diaphragms) .......................................................................... 174.2C Nominal Unit Shear Values for Wood-FrameDiaphragms (Lumber Diaphragms) ........................... 184.3.3.4 Shear Capacity Adjustment Factor, C o ................... 204.3.4 Maximum Shear Wall Aspect Ratios ........................ 214.3A Nominal Unit Shear Values for Wood-FrameShear Walls (Wood-based Sheathing) ..................... 254.3B Nominal Unit Shear Values for Wood-FrameShear Walls (Gypsum and Cement Plaster) ..... 264.3C Nominal Unit Shear Values for Wood-FrameShear Walls (Lumber Shear Walls) ............................. 27AMERICAN FOREST & PAPER ASSOCIATION
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Page 9 and 10: 6 GENERAL DESIGN REQUIREMENTSG aG a
Page 11 and 12: 8 MEMBERS AND CONNECTIONS3.1 Framin
Page 13 and 14: 10 MEMBERS AND CONNECTIONS3.2.3 Roo
Page 20 and 21: Table 4.2B Nominal Unit Shear Value

2001 ASD/LRFD Wind/Seismic Supplement - American Wood Council

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