2001 ASD Supplements - unprotected PDF - American Wood Council

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ASD STRUCTURAL GLUED LAMINATED TIMBER SUPPLEMENTGL-17Table 4.5Volume Factor for Bending about X-X Axis Western Species GluedLaminated TimberDepthC v when Span (ft.) isd (in.) 8 12 16 20 24 28 32 36 40 44 482-1/2 in. Width6 1.000 1.000 -- -- -- -- -- -- -- -- --7-1/2 1.000 1.000 1.000 -- -- -- -- -- -- -- --9 1.000 1.000 1.000 1.000 -- -- -- -- -- -- --10-1/2 1.000 1.000 1.000 1.000 1.000 -- -- -- -- -- --12 1.000 1.000 1.000 1.000 1.000 1.000 -- -- -- -- --13-1/2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 -- -- -- --15 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.996 -- -- --16-1/2 1.000 1.000 1.000 1.000 1.000 1.000 0.998 0.986 0.976 -- --18 1.000 1.000 1.000 1.000 1.000 1.000 0.989 0.978 0.967 0.958 --19-1/2 1.000 1.000 1.000 1.000 1.000 0.994 0.981 0.970 0.960 0.951 0.94221 1.000 1.000 1.000 1.000 1.000 0.987 0.974 0.963 0.953 0.944 0.9353-1/8 in. Width6 1.000 1.000 -- -- -- -- -- -- -- -- --7-1/2 1.000 1.000 1.000 -- -- -- -- -- -- -- --9 1.000 1.000 1.000 1.000 -- -- -- -- -- -- --10-1/2 1.000 1.000 1.000 1.000 1.000 -- -- -- -- -- --12 1.000 1.000 1.000 1.000 1.000 1.000 -- -- -- -- --13-1/2 1.000 1.000 1.000 1.000 1.000 1.000 0.996 -- -- -- --15 1.000 1.000 1.000 1.000 1.000 0.998 0.985 0.974 -- -- --16-1/2 1.000 1.000 1.000 1.000 1.000 0.989 0.976 0.964 0.954 -- --18 1.000 1.000 1.000 1.000 0.996 0.980 0.967 0.956 0.946 0.937 --19-1/2 1.000 1.000 1.000 1.000 0.988 0.973 0.960 0.948 0.938 0.930 0.92221 1.000 1.000 1.000 0.998 0.980 0.965 0.953 0.941 0.932 0.923 0.91522-1/2 1.000 1.000 1.000 0.992 0.974 0.959 0.946 0.935 0.925 0.916 0.90824 1.000 1.000 1.000 0.985 0.967 0.953 0.940 0.929 0.919 0.910 0.9033-1/2 in. Width6 1.000 1.000 -- -- -- -- -- -- -- -- --7-1/2 1.000 1.000 1.000 -- -- -- -- -- -- -- --9 1.000 1.000 1.000 1.000 -- -- -- -- -- -- --10-1/2 1.000 1.000 1.000 1.000 1.000 -- -- -- -- -- --12 1.000 1.000 1.000 1.000 1.000 1.000 -- -- -- -- --13-1/2 1.000 1.000 1.000 1.000 1.000 0.998 0.984 -- -- -- --15 1.000 1.000 1.000 1.000 1.000 0.987 0.974 0.963 -- -- --16-1/2 1.000 1.000 1.000 1.000 0.993 0.978 0.965 0.954 0.944 -- --18 1.000 1.000 1.000 1.000 0.984 0.969 0.956 0.945 0.935 0.926 --19-1/2 1.000 1.000 1.000 0.994 0.977 0.962 0.949 0.938 0.928 0.919 0.91121 1.000 1.000 1.000 0.987 0.969 0.954 0.942 0.931 0.921 0.912 0.90422-1/2 1.000 1.000 1.000 0.980 0.963 0.948 0.935 0.924 0.915 0.906 0.89824 1.000 1.000 0.996 0.974 0.956 0.942 0.929 0.918 0.909 0.900 0.8924DESIGN ADJUSTMENT FACTORSAPA – The Engineered Wood Association
GL-18DESIGN ADJUSTMENT FACTORSTable 4.5(Cont.)Volume Factor for Bending about X-X Axis Western Species GluedLaminated TimberDepthC v when Span (ft.) isd (in.) 8 12 16 20 24 28 32 36 40 44 485-1/8 in. Width6 1.000 1.000 -- -- -- -- -- -- -- -- --7-1/2 1.000 1.000 1.000 -- -- -- -- -- -- -- --9 1.000 1.000 1.000 1.000 -- -- -- -- -- -- --10-1/2 1.000 1.000 1.000 1.000 1.000 -- -- -- -- -- --12 1.000 1.000 1.000 1.000 0.987 0.972 -- -- -- -- --13-1/2 1.000 1.000 1.000 0.993 0.975 0.960 0.948 -- -- -- --15 1.000 1.000 1.000 0.983 0.965 0.950 0.938 0.927 -- -- --16-1/2 1.000 1.000 0.995 0.973 0.956 0.941 0.929 0.918 0.908 -- --18 1.000 1.000 0.987 0.965 0.948 0.933 0.921 0.910 0.900 0.892 --19-1/2 1.000 1.000 0.979 0.957 0.940 0.926 0.913 0.903 0.893 0.885 0.87721 1.000 1.000 0.972 0.950 0.933 0.919 0.907 0.896 0.887 0.878 0.87122-1/2 1.000 0.993 0.965 0.944 0.927 0.912 0.900 0.890 0.880 0.872 0.86524 1.000 0.987 0.959 0.938 0.921 0.907 0.895 0.884 0.875 0.867 0.85925-1/2 1.000 0.981 0.953 0.932 0.915 0.901 0.889 0.879 0.870 0.861 0.85427 1.000 0.975 0.948 0.927 0.910 0.896 0.884 0.874 0.865 0.856 0.84928-1/2 1.000 0.970 0.942 0.922 0.905 0.891 0.879 0.869 0.860 0.852 0.84430 1.000 0.965 0.938 0.917 0.900 0.887 0.875 0.865 0.856 0.847 0.84031-1/2 1.000 0.960 0.933 0.912 0.896 0.882 0.871 0.860 0.851 0.843 0.83633 0.995 0.956 0.929 0.908 0.892 0.878 0.867 0.856 0.847 0.839 0.83234-1/2 0.991 0.952 0.925 0.904 0.888 0.874 0.863 0.853 0.844 0.836 0.82836 0.987 0.948 0.921 0.900 0.884 0.871 0.859 0.849 0.840 0.832 0.8255-1/2 in. Width6 1.000 1.000 -- -- -- -- -- -- -- -- --7-1/2 1.000 1.000 1.000 -- -- -- -- -- -- -- --9 1.000 1.000 1.000 1.000 -- -- -- -- -- -- --10-1/2 1.000 1.000 1.000 1.000 0.993 -- -- -- -- -- --12 1.000 1.000 1.000 0.998 0.980 0.965 -- -- -- -- --13-1/2 1.000 1.000 1.000 0.986 0.968 0.954 0.941 -- -- -- --15 1.000 1.000 0.998 0.976 0.958 0.944 0.931 0.920 -- -- --16-1/2 1.000 1.000 0.988 0.967 0.949 0.935 0.922 0.911 0.902 -- --18 1.000 1.000 0.980 0.958 0.941 0.926 0.914 0.903 0.894 0.886 --19-1/2 1.000 1.000 0.972 0.951 0.933 0.919 0.907 0.896 0.887 0.878 0.87121 1.000 0.993 0.965 0.944 0.926 0.912 0.900 0.890 0.880 0.872 0.86422-1/2 1.000 0.986 0.958 0.937 0.920 0.906 0.894 0.884 0.874 0.866 0.85824 1.000 0.980 0.952 0.931 0.914 0.900 0.888 0.878 0.869 0.860 0.85325-1/2 1.000 0.974 0.946 0.925 0.909 0.895 0.883 0.873 0.863 0.855 0.84827 1.000 0.968 0.941 0.920 0.903 0.890 0.878 0.868 0.858 0.850 0.84328-1/2 1.000 0.963 0.936 0.915 0.899 0.885 0.873 0.863 0.854 0.846 0.83830 0.998 0.958 0.931 0.910 0.894 0.880 0.869 0.858 0.849 0.841 0.83431-1/2 0.993 0.954 0.926 0.906 0.890 0.876 0.864 0.854 0.845 0.837 0.83033 0.988 0.949 0.922 0.902 0.886 0.872 0.860 0.850 0.841 0.833 0.82634-1/2 0.984 0.945 0.918 0.898 0.882 0.868 0.857 0.847 0.838 0.830 0.82336 0.980 0.941 0.914 0.894 0.878 0.864 0.853 0.843 0.834 0.826 0.819APA – The Engineered Wood Association
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SUPPLEMENTStructural LumberASDALLOW
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SUPPLEMENTStructural LumberASDALLOW
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ASD WOOD STRUCTURAL FRAME CONSTRUCT
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ASD STRUCTURAL LUMBER SUPPLEMENTL-1
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Page 45 and 46: ASD STRUCTURAL LUMBER SUPPLEMENTL-3
Page 75 and 76: SUPPLEMENTStructural GluedLaminated
Page 77 and 78: ASD STRUCTURAL GLUED LAMINATED TIMB
Page 79 and 80: ASD STRUCTURAL GLUED LAMINATED TIMB
Page 81 and 82: GL-2DESIGNER FLOWCHART1.1 Flowchart
Page 83 and 84: GL-4INTRODUCTION TO STRUCTURAL GLUE
Page 85 and 86: GL-6INTRODUCTION TO STRUCTURAL GLUE
Page 87 and 88: GL-8ALLOWABLE STRESS AND STIFFNESS3
Page 89 and 90: GL-10ALLOWABLE STRESS AND STIFFNESS
Page 91 and 92: GL-12ALLOWABLE STRESS AND STIFFNESS
Page 93 and 94: GL-14DESIGN ADJUSTMENT FACTORS4.1 G
Page 95: GL-16DESIGN ADJUSTMENT FACTORS4.9 V
Page 99 and 100: GL-20DESIGN ADJUSTMENT FACTORSTable
Page 109 and 110: GL-30CAPACITY SELECTION TABLES5.1 G
Page 111 and 112: GL-32CAPACITY SELECTION TABLESTable
Page 135 and 136: GL-56OTHER CONSIDERATIONS6.1 Genera
Page 137 and 138: GL-58OTHER CONSIDERATIONSTable 6.3
Page 139 and 140: GL-60OTHER CONSIDERATIONSAMERICAN W
Page 141 and 142: GL-62LOAD AND SPAN TABLES7.1 Genera
Page 143 and 144: GL-64LOAD AND SPAN TABLES7.2 Load-S
Page 145 and 146: GL-66LOAD AND SPAN TABLESTable 7.2A
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GL-68LOAD AND SPAN TABLESTable 7.3A
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GL-76LOAD AND SPAN TABLESAMERICAN W
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GL-78DESIGN EXAMPLES8.1 GeneralGene
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GL-80SECTION PROPERTIES9.1 Cross Se
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GL-82SECTION PROPERTIESTable 9.1(Co
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SUPPLEMENTTimber Polesand PilesASDA
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ASD WOOD TIMBER FRAME POLES CONSTRU
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ASD WOOD TIMBER FRAME POLES CONSTRU
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ASD TIMBER POLES AND PILES SUPPLEME
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SUPPLEMENTWood StructuralPanelsASDA
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ASD WOOD STRUCTURAL PANELS SUPPLEME
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SP-2DESIGNER FLOWCHART1.1 Flowchart
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SP-4INTRODUCTION TO WOOD STRUCTURAL
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SP-10DESIGN CAPACITIES3.1 GeneralPa
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SP-12DESIGN CAPACITIESShear Through
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SP-14DESIGN CAPACITIESTable 3.2Pane
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SP-16DESIGN CAPACITIESTable 3.3Pane
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SP-18DESIGN CAPACITIESTable 3.4.1Ad
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SP-20DESIGN ADJUSTMENT FACTORS4.1 G
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SP-22DESIGN ADJUSTMENT FACTORS4.8 P
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SP-24SECTION PROPERTIES5.1 GeneralS
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SP-26OTHER CONSIDERATIONS6.1 Fasten
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SP-28OTHER CONSIDERATIONS• Volunt
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SP-30SUPPLEMENTAL DESIGN ASSISTANCE
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SUPPLEMENTWood StructuralPanel Shea
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ASD WOOD STRUCTURAL WOOD PANEL FRAM
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ASD WOOD STRUCTURAL WOOD PANEL FRAM
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ASD WOOD STRUCTURAL PANEL SHEAR WAL
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2001 ASD Supplements - unprotected PDF - American Wood Council

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