2001 ASD Supplements - unprotected PDF - American Wood Council

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ASD STRUCTURAL WOOD FRAME GLUED CONSTRUCTION LAMINATED TIMBER MANUAL SUPPLEMENTTable of ContentsChapter/Title PageChapter/TitlePage4.11 Flat Use Factor, C fu1 Designer Flowchart .................................. GL-11.1 Flowchart5 Capacity SelectionTables ......................................................................................... GL-292 Introduction to StructuralGlued Laminated Timber ............ GL-32.1 Products Description2.2 Common Uses5.1 General5.2 Bending Capacity, M, and Shear Capacity, V5.3 Bending Stiffness, EI5.4 Tension Parallel to Grain Capacity, T5.5 Compression Parallel to Grain Capacity, P2.3 Appearance Classifications2.4 Availability6 Other Considerations ..................GL-553 Allowable Stress andStiffness ................................................................................ GL-73.1 General3.2 Allowable Stress and Modulus of6.1 General6.2 Specific Gravity6.3 Dimensional Changes Due to Moisture6.4 Dimensional Changes Due to Temperature6.5 Fire ConsiderationsElasticity3.3 Straight-Tapered End Cuts on theCompression Face3.4 Radial Tension and Compression3.5 Structural Glued Laminated Timber7 Load and Span Tables ................. GL-617.1 General7.2 Load-Span Tables for Selected BendingMembersCombinations Meeting Stress ClassRequirements8 Design Examples ........................................ GL-774 Design Adjustment8.1 General8.2 ExamplesFactors ................................................................................... GL-134.1 General9 Section Properties .............................. GL-794.2 Load Duration Factor, C D9.1 Cross Sectional Properties4.3 Wet Service Factor, C M4.4 Temperature Factor, C t4.5 Preservative Treatment4.6 Fire Retardant Treatment4.7 Beam Stability Factor, C L4.8 Column Stability Factor, C P4.9 Volume Factor, C V4.10 Curvature Factor, C cList of Tables2.1 Economical Spans for Glued LaminatedTimber Framing Systems ......................................................... GL-53.1 Design Values for Structural GluedLaminated Softwood Timber (Membersstressed primarily in bending) ............................................ GL-93.2 Design Values for Structural Glued LaminatedSoftwood Timber (Members stressedprimarily in axial tension or compression) ........GL-103.3 Allowable Properties and Moduli of Elasticityfor Glued Laminated Timber with TaperedCuts on Compression Face .................................................. GL-11APA – The Engineered Wood Association
ASD STRUCTURAL GLUED LAMINATED TIMBER SUPPLEMENT3.4 Allowable Radial Stresses .................................................... GL-114.1 Load Duration Factor for Glued LaminatedTimber, C D ................................................................................................GL-144.2 Temperature Factor for Glued LaminatedTimber Exposed to Sustained ElevatedTemperature, C t ............................................ GL-144.3 Preservative Treatment Effect on GluedLaminated Timber ..........................................................................GL-154.4 Flat Use Factor, C fu .......................................................................GL-164.5 Volume Factor for Bending about X-X AxisWestern Species Glued Laminated Timber .....GL-174.6 Volume Factor for Bending about X-X AxisSouthern Pine Glued Laminated Timber ...........GL-235.1 Moment and Shear Capacities for Bendingabout X-X Axis (C D = 1.0, C V = 1.0)Western Species Glued Laminated Timber .....GL-315.2 Moment and Shear Capacities for Bendingabout X-X Axis (C D = 1.0, C V = 1.0)Southern Pine Glued Laminated Timber ...........GL-375.3 Stiffness for Bending about X-X AxisWestern Species Glued Laminated Timber .....GL-435.4 Stiffness for Bending about X-X AxisSouthern Pine Glued Laminated Timber ...........GL-496.1 Average Specific Gravity and WeightFactor ..............................................................................................................GL-566.2 Coefficient of Moisture Expansion, e ME , andFiber Saturation Point, FSP, for SolidWoods .............................................................................................................GL-576.3 Coefficient of Thermal Expansion, e TE , forSolid Woods ...........................................................................................GL-586.4 Minimum Depths at Which Selected BeamSizes Can Be Adopted for One-Hour FireRatings ..........................................................................................................GL-597.1 Allowable Loads in Pounds per Lineal Footfor Simple Span Western Species 24F-1.8EGlulam Roof Beams — Non-Snow Loads ......GL-647.2 Allowable Loads in Pounds per Lineal Footfor Simple Span Western Species 24F-1.8EGlulam Roof Beams — Snow Loads .....................GL-667.3 Allowable Loads in Pounds per Lineal Footfor Simple Span Western Species 24F-1.8EGlulam Floor Beams ...................................................................GL-687.4 Allowable Loads in Pounds per Lineal Footfor Simple Span Southern Pine 24F-1.8EGlulam Roof Beams — Non-Snow Loads ......GL-707.5 Allowable Loads in Pounds per Lineal Footfor Simple Span Southern Pine 24F-1.8EGlulam Roof Beams — Snow Loads .....................GL-727.6 Allowable Loads in Pounds per Lineal Footfor Simple Span Southern Pine 24F-1.8EGlulam Floor Beams ...................................................................GL-749.1 Section Properties for Western SpeciesGlued Laminated Timber ......................................................GL-819.2 Section Properties for Southern PineGlued Laminated Timber ......................................................GL-87APA – 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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Page 27 and 28: ASD STRUCTURAL LUMBER SUPPLEMENTL-2
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GL-50CAPACITY 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 TIMBER POLES AND PILES SUPPLEME
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SUPPLEMENTWood StructuralPanelsASDA
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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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