2001 ASD Supplements - unprotected PDF - American Wood Council

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SW-6INTRODUCTIONFor the purposes of this Supplement, the following assumptionsare made:• These assemblies act as deep beams.• In-plane shear resistance is provided by the wood structuralpanels.• Axial tension and compression resistance is providedby the chord members (flange action).• Nailed assemblies, as shown in Tables 3.1A, 3.1B, 4.1Aand 4.1B, exhibit ductile, energy absorbing behavior.While shear resistance of these assemblies can becomputed by principles of engineering mechanics (seeTissell and Elliot, 1997), it is recommended that designersuse Tables 3.1A, 3.1B, 4.1A and 4.1B for typical designpurposes. In addition to eliminating labor intensive calculations,these tables limit configurations to those thathave proven to exhibit the aforementioned ductile behaviorby demonstration via structural testing and years ofsuccessful in-use performance.2.4 Inspection and Testing AgenciesAdditional information is available from organizationsproviding trademarking and quality assurance services:APA - The Engineered Wood Association7011 South 19th StreetP.O. Box 11700Tacoma, WA 98411-0700Phone: 253-565-6600Fax: 253-565-7265Internet Address: www.apawood.orgAPA Product Support Help DeskPhone 253-620-7400E-mail help@apawood.orgProfessional Services Industries, Inc.Pittsburgh Testing Laboratory Division2710 West 5th Ave.Eugene, OR 97402Phone: 541-484-9212Fax: 541-344-2735Internet Address: www.psiusa.comTECO2402 Daniels St.Madison, WI 53718Phone: 608-221-3361Fax: 608-226-0885Internet Address: www.tecotested.comAPA – The Engineered Wood Association
ASD WOOD STRUCTURAL PANEL SHEAR WALL AND DIAPHRAGM SUPPLEMENTSW-7DIAPHRAGMS33.1 General SW-83.2 Using Diaphragm Tables SW-83.3 Diaphragm Deflection SW-12Table 3.1A Recommended Shear (pounds per foot)For Horizontal Wood Structural PanelDiaphragms with Framing of Douglasfir-Larch or Southern Pine for WindLoading Only .............................................. SW-10Table 3.1BTable 3.2Recommended Shear (pounds per foot)For Horizontal Wood Structural PanelDiaphragms with Framing of Douglasfir-Larch or Southern Pine for SeismicLoading ......................................................... SW-11“e n ” Values (inches) For Use InCalculating Shear Wall and DiaphragmDeflection Due to Nail Slip (Structural I) .. SW-12APA – The Engineered Wood Association
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SUPPLEMENTStructural LumberASDALLOW
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SUPPLEMENTStructural LumberASDALLOW
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ASD WOOD STRUCTURAL FRAME CONSTRUCT
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ASD STRUCTURAL LUMBER SUPPLEMENTL-1
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SUPPLEMENTStructural GluedLaminated
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ASD STRUCTURAL GLUED LAMINATED TIMB
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ASD STRUCTURAL GLUED LAMINATED TIMB
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GL-2DESIGNER FLOWCHART1.1 Flowchart
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GL-4INTRODUCTION TO STRUCTURAL GLUE
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GL-6INTRODUCTION TO STRUCTURAL GLUE
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GL-8ALLOWABLE STRESS AND STIFFNESS3
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GL-10ALLOWABLE STRESS AND STIFFNESS
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GL-12ALLOWABLE STRESS AND STIFFNESS
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GL-14DESIGN ADJUSTMENT FACTORS4.1 G
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GL-16DESIGN ADJUSTMENT FACTORS4.9 V
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GL-18DESIGN ADJUSTMENT FACTORSTable
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GL-30CAPACITY SELECTION TABLES5.1 G
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GL-32CAPACITY SELECTION TABLESTable
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GL-56OTHER CONSIDERATIONS6.1 Genera
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GL-58OTHER CONSIDERATIONSTable 6.3
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GL-60OTHER CONSIDERATIONSAMERICAN W
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GL-62LOAD AND SPAN TABLES7.1 Genera
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GL-64LOAD AND SPAN TABLES7.2 Load-S
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GL-66LOAD AND SPAN TABLESTable 7.2A
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GL-76LOAD AND SPAN TABLESAMERICAN W
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GL-78DESIGN EXAMPLES8.1 GeneralGene
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GL-80SECTION PROPERTIES9.1 Cross Se
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GL-82SECTION PROPERTIESTable 9.1(Co
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SUPPLEMENTTimber Polesand PilesASDA
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ASD WOOD TIMBER FRAME POLES CONSTRU
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ASD WOOD TIMBER FRAME POLES CONSTRU
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ASD TIMBER POLES AND PILES SUPPLEME
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SUPPLEMENTWood StructuralPanelsASDA
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ASD WOOD STRUCTURAL PANELS SUPPLEME
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ASD WOOD STRUCTURAL PANELS SUPPLEME
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Page 219 and 220: SP-2DESIGNER FLOWCHART1.1 Flowchart
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Page 229 and 230: SP-12DESIGN CAPACITIESShear Through
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Page 247 and 248: SP-30SUPPLEMENTAL DESIGN ASSISTANCE
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Page 259 and 260: ASD WOOD STRUCTURAL WOOD PANEL FRAM
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2001 ASD Supplements - unprotected PDF - American Wood Council

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