2001 ASD Supplements - unprotected PDF - American Wood Council

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