ASD/LRFD Manual - American Wood Council

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ASD/LRFD MANUAL FOR ENGINEERED Wood Construction 159 M16.3 Wood Connections Where 1-hour fire endurance is required, connectors and fasteners must be protected from fire exposure by 1.5" of wood, fire-rated gypsum board, or any coating approved for a 1-hour rating. Typical details for commonly used fasteners and connectors in timber framing are shown in Figure M16.3-1 through Figure M16.3-6. Figure M16.3-1 Beam to Column Connection - Connection Not Exposed to Fire Figure M16.3-2 Beam to Column Connection - Connection Exposed to Fire Where Appearance is a Factor Figure M16.3-3 Ceiling Construction Figure M16.3-4 Beam to Column Connection - Connection Exposed to Fire Where Appearance is Not a Factor M16: FIRE DESIGN 16 American Forest & paper association
160 M16: FIRE DESIGN Figure M16.3-5 Column Connections Covered Figure M16.3-6 Beam to Girder - Concealed Connection American Wood Council
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2005 EDITION ASD/LRFD MANUAL MANUAL
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Updates and Errata While every prec
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ii ASD/LRFD MANUAL FOR ENGINEERED W
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iv ASD/LRFD MANUAL FOR ENGINEERED W
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vi ASD/LRFD MANUAL FOR ENGINEERED W
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viii ASD/LRFD MANUAL FOR ENGINEERED
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ASD/LRFD MANUAL FOR ENGINEERED Wood
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M1: general requirements for struct
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M2: DESIGN VALUES FOR STRUCTURAL ME
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M3: Design Provisions and Equations
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M3: Design Provisions and Equations
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10 M3: Design Provisions and Equati
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12 M4: SAWN LUMBER M4.1 General Pro
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14 M4: SAWN LUMBER M4.4 Special Des
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16 M4: SAWN LUMBER Table M4.4-3 Coe
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18 M4: SAWN LUMBER Table M4.5-1a AS
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20 M4: SAWN LUMBER Table M4.5-2b AS
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22 M4: SAWN LUMBER Table M4.5-3a AS
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24 M4: SAWN LUMBER Table M4.5-4c AS
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26 M4: SAWN LUMBER Column Capacity
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28 M5: structural glued laminated t
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34 M6: ROUND TIMBER POLES AND PILES
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36 M6: ROUND TIMBER POLES AND PILES
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38 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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Page 175: American Forest & Paper Association
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ASD/LRFD Manual - American Wood Council

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