2001 ASD Supplements - unprotected PDF - American Wood Council

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L-6 DESIGN VALUES3.1 GeneralThe NDS Supplement provides ASD tabulated designvalues for design of structural lumber members. Thesedesign values are used when manual calculation of membercapacity is required, and shall be used in conjunctionwith the adjustment factors specified in Chapter 4.3.2 Design ValuesDesign values are provided in the NDS Supplement,with values expressed in psi (pounds per square inch).NDSSupplementTable Number4A and 4B4C4D4E4FVisually graded dimension lumberMechanically graded dimension lumberVisually graded timbersVisually graded deckingNon-North American visually gradeddimension lumberAMERICAN WOOD COUNCIL
ASD STRUCTURAL LUMBER SUPPLEMENTL-7DESIGNADJUSTMENTFACTORS44.1 General L-84.2 Use of Adjustment Factors L-8Table 4.1 Frequently Used Load Duration Factors, C D .. L-10Table 4.2 Wet Service Factor, C M .................................... L-10Table 4.3 Temperature Factor, C t .................................... L-10Table 4.4 Size Factor, C F ................................................... L-11Table 4.5 Flat Use Factor, C fu ........................................... L-11Table 4.6 Incising Factor, C i ............................................. L-11AMERICAN FOREST & PAPER ASSOCIATION
Page 1 and 2: SUPPLEMENTStructural LumberASDALLOW
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Page 5 and 6: ASD WOOD STRUCTURAL FRAME CONSTRUCT
Page 7 and 8: ASD STRUCTURAL LUMBER SUPPLEMENTL-1
Page 11: ASD STRUCTURAL LUMBER SUPPLEMENTL-5
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ASD STRUCTURAL LUMBER SUPPLEMENTL-5
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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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SP-2DESIGNER FLOWCHART1.1 Flowchart
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SP-4INTRODUCTION TO WOOD STRUCTURAL
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SP-10DESIGN CAPACITIES3.1 GeneralPa
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SP-12DESIGN CAPACITIESShear Through
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SP-14DESIGN CAPACITIESTable 3.2Pane
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SP-16DESIGN CAPACITIESTable 3.3Pane
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SP-18DESIGN CAPACITIESTable 3.4.1Ad
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SP-20DESIGN ADJUSTMENT FACTORS4.1 G
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SP-22DESIGN ADJUSTMENT FACTORS4.8 P
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SP-24SECTION PROPERTIES5.1 GeneralS
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SP-26OTHER CONSIDERATIONS6.1 Fasten
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SP-28OTHER CONSIDERATIONS• Volunt
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SP-30SUPPLEMENTAL DESIGN ASSISTANCE
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SUPPLEMENTWood StructuralPanel Shea
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ASD WOOD STRUCTURAL WOOD PANEL FRAM
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ASD WOOD STRUCTURAL WOOD PANEL FRAM
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ASD WOOD STRUCTURAL PANEL SHEAR WAL
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2001 ASD Supplements - unprotected PDF - American Wood Council

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