2001 ASD Supplements - unprotected PDF - American Wood Council

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ASD STRUCTURAL GLUED LAMINATED TIMBER SUPPLEMENTGL-79SECTIONPROPERTIES9.1 Cross Sectional Properties GL-80Table 9.1 Section Properties for Western Species GluedLaminated Timber .......................................... GL-81Table 9.2 Section Properties for Southern Pine GluedLaminated Timber .......................................... GL-879APA – The Engineered Wood Association
GL-80SECTION PROPERTIES9.1 Cross Sectional PropertiesCross sectional properties are provided for glued laminatedtimber manufactured from Western species in Table9.1 and from Southern Pine in Table 9.2. These tables listthe beam depths; the reference and actual beam widths,the cross-sectional areas, moments of inertia, sectionmoduli and radii of gyration. Note that the plane of theglueline is in the X-X direction. Further, the width of gluedlaminated timber is in the X-X direction and its depth isin the Y-Y direction. The thickness of each lamination providedhere for Western species and Southern Pine gluedlaminated timber members is based on 1-1/2 and 1-3/8inches, respectively. However, other lamination thicknessesmay be used in glued laminated timber manufacturing andthe availability shall be verified prior to design.APA – 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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Page 109 and 110: GL-30CAPACITY SELECTION TABLES5.1 G
Page 111 and 112: GL-32CAPACITY SELECTION TABLESTable
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Page 137 and 138: GL-58OTHER CONSIDERATIONSTable 6.3
Page 139 and 140: GL-60OTHER CONSIDERATIONSAMERICAN W
Page 141 and 142: GL-62LOAD AND SPAN TABLES7.1 Genera
Page 143 and 144: GL-64LOAD AND SPAN TABLES7.2 Load-S
Page 145 and 146: GL-66LOAD AND SPAN TABLESTable 7.2A
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Page 157: GL-78DESIGN EXAMPLES8.1 GeneralGene
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Page 175 and 176: 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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