2012 ASD/LRFD Manual for Engineered Wood Construction

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ivASD/LRFD MANUAL FOR ENGINEERED WOOD CONSTRUCTIONAMERICAN WOOD COUNCIL
ASD/LRFD MANUAL FOR ENGINEERED WOOD CONSTRUCTIONvTABLE OF CONTENTSPart/Title Page Part/Title PageM1M2M3General Requirements forStructural Design...........................1M1.1 Products Covered in This ManualM1.2 General RequirementsM1.3 Design ProceduresDesign Values for StructuralMembers...............................................3M2.1 General InformationM2.2 Reference Design ValuesM2.3 Adjustment of Design ValuesDesign Provisions andEquations.............................................5M3.1 GeneralM3.2 Bending Members - GeneralM3.3 Bending Members - FlexureM3.4 Bending Members - ShearM3.5 Bending Members - DeflectionM3.6 Compression MembersM3.7 Solid ColumnsM3.8 Tension MembersM3.9 Combined Bending and AxialLoadingM3.10 Design for BearingM4 Sawn Lumber................................... 11M4.1 GeneralM4.2 Reference Design ValuesM4.3 Adjustment of Reference DesignValuesM4.4 Special Design ConsiderationsM5M6Structural Glued LaminatedTimber.................................................. 17M5.1 GeneralM5.2 Reference Design ValuesM5.3 Adjustment of Reference DesignValuesM5.4 Special Design ConsiderationsRound Timber Poles andPiles......................................................23M6.1 GeneralM6.2 Reference Design ValuesM6.3 Adjustment of Reference DesignValuesM6.4 Special Design ConsiderationsM7M8M9Prefabricated WoodI-Joists................................................ 27M7.1 GeneralM7.2 Reference Design ValuesM7.3 Adjustment of Reference DesignValuesM7.4 Special Design ConsiderationsStructural CompositeLumber.................................................43M8.1 GeneralM8.2 Reference Design ValuesM8.3 Adjustment of Reference DesignValuesM8.4 Special Design ConsiderationsWood Structural Panels..........49M9.1 GeneralM9.2 Reference Design ValuesM9.3 Adjustment of Reference DesignValuesM9.4 Design ConsiderationsM10 Mechanical Connections ........59M10.1 GeneralM10.2 Reference Design ValuesM10.3 Adjustment of Reference DesignValuesM10.4 Typical Connection DetailsM10.5 Pre-Engineered Metal ConnectorsM11 Dowel-Type Fasteners.............75M11.1 GeneralM11.2 Reference Withdrawal DesignValuesM11.3 Reference Lateral Design ValuesM11.4 Combined Lateral and WithdrawalLoadsM11.5 Adjustment of Reference DesignValuesM11.6 Multiple FastenersM12 Split Ring and Shear PlateConnectors....................................... 79M12.1 GeneralM12.2 Reference Design ValuesM12.3 Placement of Split Ring andShear Plate ConnectorsAMERICAN WOOD COUNCIL
Page 1 and 2: ASD/LRFDMANUALNational Design Speci
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Page 50 and 51: 40 M7: PREFABRICATED WOOD I-JOISTSF
Page 52 and 53: 42M7: PREFABRICATED WOOD I-JOISTSAM
Page 54 and 55: 44 M8: STRUCTURAL COMPOSITE LUMBERM
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46 M8: STRUCTURAL COMPOSITE LUMBERM
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48M8: STRUCTURAL COMPOSITE LUMBERAM
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50 M9: WOOD STRUCTURAL PANELSM9.1 G
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52 M9: WOOD STRUCTURAL PANELSTable
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54 M9: WOOD STRUCTURAL PANELSCompre
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56 M9: WOOD STRUCTURAL PANELSM9.3 A
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58 M9: WOOD STRUCTURAL PANELSTable
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60 M10: MECHANICAL CONNECTIONSM10.1
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64 M10: MECHANICAL CONNECTIONS9. Wh
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66 M10: MECHANICAL CONNECTIONS20A.
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68 M10: MECHANICAL CONNECTIONS31A.
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@72 M10: MECHANICAL CONNECTIONSAdju
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74 M10: MECHANICAL CONNECTIONS• T
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76 M11: DOWEL-TYPE FASTENERSM11.1 G
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78M11: DOWEL-TYPE FASTENERSAMERICAN
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80 M12: SPLIT RING AND SHEAR PLATE
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82 M13: TIMBER RIVETSM13.1 GeneralT
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84 M14: SHEAR WALLS AND DIAPHRAGMSM
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86 M15: SPECIAL LOADING CONDITIONSM
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88 M16: FIRE DESIGNM16.1 GeneralThi
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90 M16: FIRE DESIGNStructural Glued
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92 M16: FIRE DESIGNWood I-JoistsThe
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94 M16: FIRE DESIGNFigure M16.1-1 C
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96 M16: FIRE DESIGNM16.2 Design Pro
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98 M16: FIRE DESIGNFigure M16.3-5 C
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American Wood Council222 Catoctin C
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