2012 ASD/LRFD Manual for Engineered Wood Construction

viASD/LRFD MANUAL FOR ENGINEERED WOOD CONSTRUCTIONPart/Title Page Part/Title PageM13 Timber Rivets.................................81M13.1 GeneralM13.2 Reference Design ValuesM13.3 Placement of Timber RivetsM14 Shear Walls andDiaphragms......................................83M14.1 GeneralM15 Special LoadingConditions........................................85M15.1 Lateral Distribution ofConcentrated LoadsM15.2 Spaced ColumnsM15.3 Built-Up ColumnsM15.4 Wood Columns with Side Loadsand EccentricityM16 Fire Design.......................................87M16.1 GeneralM16.2 Design Procedures for ExposedWood MembersM16.3 Wood ConnectionsLIST OF TABLESM4.3-1M4.4-1Applicability of Adjustment Factors forSawn Lumber.............................................. 13Approximate Moisture and ThermalDimensional Changes................................. 14M4.4-2 Coefficient of Moisture Expansion, e ME ,and Fiber Saturation Point, FSP, for SolidWoods.......................................................... 15M4.4-3M5.1-1M5.3-1M5.4-1M6.3-1M7.3-1M8.3-1Coefficient of Thermal Expansion, e TE , forSolid Woods................................................ 16Economical Spans for Structural GluedLaminated Timber Framing Systems.......... 19Applicability of Adjustment Factors forStructural Glued Laminated Timber........... 21Average Specific Gravity and WeightFactor.......................................................... 22Applicability of Adjustment Factors forRound Timber Poles and Piles.................... 25Applicability of Adjustment Factors forPrefabricated Wood I-Joists........................ 30Applicability of Adjustment Factors forStructural Composite Lumber..................... 46M9.1-1 Guide to Panel Use...................................... 51M9.2-1Wood Structural Panel Bending Stiffnessand Strength Capacities............................... 52M9.2-2M9.2-3M9.2-4M9.3-1Wood Structural Panel Axial Stiffness,Tension, and Compression Capacities......... 53Wood Structural Panel Shear-in-the-PlaneCapacities.................................................... 55Wood Structural Panel Rigidity and ShearThrough-the-Thickness Capacities............. 55Applicability of Adjustment Factors forWood Structural Panels............................... 56M9.4-1 Panel Edge Support..................................... 57M9.4-2Minimum Nailing for Wood StructuralPanel Applications....................................... 58M10.3-1 Applicability of Adjustment Factors forMechanical Connections............................. 61M11.3-1Applicability of Adjustment Factors forDowel-Type Fasteners................................. 77M12.2-1 Applicability of Adjustment Factors forSplit Ring and Shear Plate Connectors....... 80M13.2-1 Applicability of Adjustment Factors forTimber Rivets.............................................. 82M16.1-1 Minimum Sizes to Qualify as HeavyTimber Construction................................... 88M16.1-2Privacy Afforded According to STCRating.......................................................... 95AMERICAN WOOD COUNCIL