2001 ASD Supplements - unprotected PDF - American Wood Council

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SW-2DESIGNER FLOWCHART1.1 FlowchartWood Structural PanelShear Wall and DiaphragmSupplementWindType of LateralLoadingSeismicDetermine lateral wind forces onbuilding, calculate diaphragmunit shearDetermine lateral seismic forces ondiaphragm, calculate diaphragmunit shearSelect wood structural panel layoutand fastener schedule for diaphragmSelect wood structural panel layoutand fastener schedule for diaphragmDetermine shear distribution in diaphragm andadjust fastener schedule as required(Table 3.1A or Table 3.1B)Determine shear distribution in diaphragm andadjust fastener schedule as required(Table 3.1B)Design chord size and spliceDesign chord size and spliceDesign connections betweendiaphragm and wallsDesign connections betweendiaphragm and wallsCheck diaphragm deflections andadjust design as requiredCheck diaphragm deflections andadjust design as requiredDetermine unit shear in shear walls,select panels and fastener schedule(Table 4.1A)Determine drag strut forces and designsplices as requiredDetermine unit shear in shear walls (based ondiaphragm loading plus wall mass),select panels and fastener schedule(Table 4.1B)Determine drag strut forces and designsplices as requiredCheck tiedown forces and design tiesCheck tiedown forces and design tiesDesign CompleteAPA – The Engineered Wood Association
ASD WOOD STRUCTURAL PANEL SHEAR WALL AND DIAPHRAGM SUPPLEMENTSW-3INTRODUCTION22.1 Scope SW-42.2 Terminology SW-42.3 Background SW-52.4 Inspection and Testing Agencies SW-6APA – 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
Page 213 and 214: ASD WOOD STRUCTURAL PANELS SUPPLEME
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Page 229 and 230: SP-12DESIGN CAPACITIESShear Through
Page 231 and 232: SP-14DESIGN CAPACITIESTable 3.2Pane
Page 233 and 234: SP-16DESIGN CAPACITIESTable 3.3Pane
Page 235 and 236: SP-18DESIGN CAPACITIESTable 3.4.1Ad
Page 237 and 238: SP-20DESIGN ADJUSTMENT FACTORS4.1 G
Page 239 and 240: SP-22DESIGN ADJUSTMENT FACTORS4.8 P
Page 241 and 242: SP-24SECTION PROPERTIES5.1 GeneralS
Page 243 and 244: SP-26OTHER CONSIDERATIONS6.1 Fasten
Page 245 and 246: SP-28OTHER CONSIDERATIONS• Volunt
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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Page 263: ASD WOOD STRUCTURAL PANEL SHEAR WAL
Page 267 and 268: ASD WOOD STRUCTURAL PANEL SHEAR WAL
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2001 ASD Supplements - unprotected PDF - American Wood Council

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