ASD/LRFD Manual - American Wood Council

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ASD/LRFD MANUAL FOR ENGINEERED Wood Construction ix LIST OF FIGURES M5.1-1 Unbalanced and Balanced Layup Combinations.............................................. 28 M5.2-1 Loading in the X-X and Y-Y Axes.............. 30 M7.4-1 Design Span Determination........................ 41 M7.4-2 Load Case Evaluations............................... 43 M7.4-3 End Bearing Web Stiffeners (Bearing Block)......................................................... 45 M7.4-4 Web Stiffener Bearing Interface................. 46 M7.4-5 Beveled End Cut......................................... 46 M7.4-6 Sloped Bearing Conditions (Low End)....... 47 M7.4-7 Sloped Bearing Conditions (High End)...... 48 M7.4-8 Lateral Support Requirements for Joists in Hangers .................................................. 49 M7.4-9 Top Flange Hanger Support........................ 49 M7.4-10 Connection Requirements for Face Nail Hangers....................................................... 50 M7.4-11 Details for Vertical Load Transfer.............. 51 M9.2-1 Structural Panel with Strength Direction Across Supports.......................................... 60 M9.2-2 Example of Structural Panel in Bending.... 60 M9.2-3 M9.2-4 M9.2-5 Structural Panel with Axial Compression Load in the Plane of the Panel.................... 64 Through-the-Thickness Shear for Wood Structural Panels................................................. 64 Planar (Rolling) Shear or Shear-in-the- Plane for Wood Structural Panels............... 64 M14.2-1 Shear Wall Drag Strut................................. 94 M14.2-2 Shear Wall Special Case Drag Strut........... 95 M14.2-3 Diaphragm Drag Strut (Drag strut parallel to loads)...................................................... 95 M14.2-4 Diaphragm Chord Forces............................ 96 M14.3-1 Overturning Forces (no dead load)............. 97 M14.3-2 Overturning Forces (with dead load).......... 97 M16.1-1 One-Hour Fire-Resistive Wood Wall Assembly (WS4-1.1) (2x4 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 251)....................................... 105 M16.1-2 One-Hour Fire-Resistive Wood Wall Assembly (WS6-1.1) (2x6 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 251)....................................... 106 M16.1-3 One-Hour Fire-Resistive Wood Wall Assembly (WS6-1.2) (2x6 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 251)....................................... 107 M16.1-4 One-Hour Fire-Resistive Wood Wall Assembly (WS6-1.4) (2x6 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 251)....................................... 108 M16.1-5 One-Hour Fire-Resistive Wood Wall Assembly (WS4-1.2) (2x4 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 251........................................ 109 M16.1-6 One-Hour Fire-Resistive Wood Wall Assembly (WS4-1.3) (2x4 Wood Stud Wall - 78% Design Load - ASTM E119/NFPA 251)....................................... 110 M16.1-7 One-Hour Fire-Resistive Wood Wall Assembly (WS6-1.3) (2x6 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 251)........................................111 M16.1-8 One-Hour Fire-Resistive Wood Wall Assembly (WS6-1.5) (2x6 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 25)......................................... 112 M16.1-9 Two-Hour Fire-Resistive Wood Wall Assembly (WS6-2.1) (2x6 Wood Stud Wall - 100% Design Load - ASTM E119/NFPA 251)....................................... 113 M16.1-10 One-Hour Fire-Resistive Wood Floor/Ceiling Assembly (2x10 Wood Joists 16" o.c. – Gypsum Directly Applied or on Optional Resilient Channels).................... 114 American Forest & paper association
ASD/LRFD MANUAL FOR ENGINEERED Wood Construction M16.1-11 One-Hour Fire-Resistive Wood Floor/Ceiling Assembly (2x10 Wood Joists 16" o.c. – Suspended Acoustical Ceiling Panels)....................................................... 115 M16.1-12 One-Hour Fire-Resistive Wood Floor/Ceiling Assembly (2x10 Wood Joists 16" o.c. – Gypsum on Resilient Channels)............ 116 M16.1-13 One-Hour Fire-Resistive Wood Floor/Ceiling Assembly (2x10 Wood Joists 24" o.c. – Gypsum on Resilient Channels).................................................. 117 M16.1-14 Two-Hour Fire-Resistive Wood Floor/Ceiling Assembly (2x10 Wood Joists 16" o.c. – Gypsum Directly Applied with Second Layer on Resilient Channels).................................................. 118 M16.1-15 One-Hour Fire-Resistive Ceiling Assembly (WIJ-1.1) (Floor/Ceiling - 100% Design Load - 1-Hour Rating - ASTM E119/NFPA 251)....................................... 124 M16.1-16 One-Hour Fire-Resistive Ceiling Assembly (WIJ-1.2) (Floor/Ceiling - 100% Design Load - 1 Hour Rating - ASTM E119/NFPA 251)........................... 125 M16.1-17 One-Hour Fire-Resistive Ceiling Assembly (WIJ-1.3) (Floor/Ceiling - 100% Design Load - 1-Hour Rating - ASTM E119/NFPA 251)........................... 126 M16.1-18 One-Hour Fire-Resistive Ceiling Assembly (WIJ-1.4) (Floor/Ceiling - 100% Design Load - 1-Hour Rating - ASTM E119/NFPA 251)........................... 127 M16.1-19 One-Hour Fire-Resistive Ceiling Assembly (WIJ-1.5) (Floor/Ceiling - 100% Design Load - 1-Hour Rating - ASTM E119/NFPA 251)........................... 128 M16.1-20 One-Hour Fire-Resistive Ceiling Assembly (WIJ-1.6) (Floor/Ceiling - 100% Design Load - 1-Hour Rating - ASTM E119/NFPA 251)........................... 129 M16.1-21 Two-Hour Fire-Resistive Ceiling Assembly (WIJ-2.1) (Floor/Ceiling - 100% Design Load - 2-Hour Rating - ASTM E119/NFPA 251)........................... 130 M16.1-22 Cross Sections of Possible One-Hour Area Separations....................................... 139 M16.1-23 Examples of Through-Penetration Firestop Systems....................................... 142 M16.3-1 Beam to Column Connection - Connection Not Exposed to Fire............... 159 M16.3-2 Beam to Column Connection - Connection Exposed to Fire Where Appearance is a Factor........................................................ 159 M16.3-3 Ceiling Construction ................................ 159 M16.3-4 Beam to Column Connection - Connection Exposed to Fire Where Appearance is Not a Factor.............................................. 159 M16.3-5 Column Connections Covered ................. 160 M16.3-6 Beam to Girder - Concealed Connection................................................ 160 American Wood Council
Page 1 and 2: 2005 EDITION ASD/LRFD MANUAL MANUAL
Page 3 and 4: Updates and Errata While every prec
Page 5 and 6: ii ASD/LRFD MANUAL FOR ENGINEERED W
Page 7 and 8: iv ASD/LRFD MANUAL FOR ENGINEERED W
Page 9 and 10: vi ASD/LRFD MANUAL FOR ENGINEERED W
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Page 15 and 16: M1: general requirements for struct
Page 17 and 18: M2: DESIGN VALUES FOR STRUCTURAL ME
Page 19 and 20: M3: Design Provisions and Equations
Page 21 and 22: M3: Design Provisions and Equations
Page 23 and 24: 10 M3: Design Provisions and Equati
Page 25 and 26: 12 M4: SAWN LUMBER M4.1 General Pro
Page 27 and 28: 14 M4: SAWN LUMBER M4.4 Special Des
Page 29 and 30: 16 M4: SAWN LUMBER Table M4.4-3 Coe
Page 31 and 32: 18 M4: SAWN LUMBER Table M4.5-1a AS
Page 33 and 34: 20 M4: SAWN LUMBER Table M4.5-2b AS
Page 35 and 36: 22 M4: SAWN LUMBER Table M4.5-3a AS
Page 37 and 38: 24 M4: SAWN LUMBER Table M4.5-4c AS
Page 39 and 40: 26 M4: SAWN LUMBER Column Capacity
Page 41 and 42: 28 M5: structural glued laminated t
Page 47 and 48: 34 M6: ROUND TIMBER POLES AND PILES
Page 49 and 50: 36 M6: ROUND TIMBER POLES AND PILES
Page 51 and 52: 38 M7: PREFABRICATED WOOD I-JOISTS
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50 M7: PREFABRICATED WOOD I-JOISTS
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52 M7: PREFABRICATED WOOD I-JOISTS
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54 M8: STRUCTURAL COMPOSITE LUMBER
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60 M9: WOOD STRUCTURAL PANELS M9.1
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62 M9: WOOD STRUCTURAL PANELS Table
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64 M9: WOOD STRUCTURAL PANELS Compr
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66 M9: WOOD STRUCTURAL PANELS M9.3
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68 M9: WOOD STRUCTURAL PANELS Table
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70 M10: MECHANICAL CONNECTIONS M10.
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74 M10: MECHANICAL CONNECTIONS 9. W
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76 M10: MECHANICAL CONNECTIONS 20A.
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78 M10: MECHANICAL CONNECTIONS 31A.
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@ 82 M10: MECHANICAL CONNECTIONS Ad
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84 M10: MECHANICAL CONNECTIONS •
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86 M11: DOWEL-TYPE FASTENERS M11.1
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88 M11: DOWEL-TYPE FASTENERS Americ
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90 M12: SPLIT RING AND SHEAR PLATE
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92 M13: TIMBER RIVETS M13.1 General
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94 M14: SHEAR WALLS AND DIAPHRAGMS
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100 M15: SPECIAL LOADING CONDITIONS
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102 M16: FIRE DESIGN M16.1 General
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104 M16: FIRE DESIGN Table M16.1-4
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106 M16: FIRE DESIGN Figure M16.1-2
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120 M16: FIRE DESIGN Poles and Pile
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122 M16: FIRE DESIGN Wood I-Joists
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132 M16: FIRE DESIGN Roof and Floor
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134 M16: FIRE DESIGN NER - 392 WTCA
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136 M16: FIRE DESIGN UL - P522 & P5
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138 M16: FIRE DESIGN NER - 392 WTCA
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140 M16: FIRE DESIGN Area Separatio
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142 M16: FIRE DESIGN type of assemb
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146 M16: FIRE DESIGN Compression Me
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156 M16: FIRE DESIGN Example 16.2-1
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158 M16: FIRE DESIGN For the fire d
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