ASD/LRFD Manual - American Wood Council

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ASD/LRFD MANUAL FOR ENGINEERED Wood Construction 61 Table M9.1-1 Guide to Panel Use Panel Grade Description & Use Common Nominal Thickness (in.) Sheathing EXP 1 Structural I Sheathing EXP 1 Single Floor EXP 1 Underlayment EXP 1 or INT C-D-Plugged EXP 1 Sanded Grades EXP 1 or INT Marine EXT Unsanded sheathing grade for wall, roof, subflooring, and industrial applications such as pallets and for engineering design with proper capacities. Manufactured with intermediate and exterior glue. For longterm exposure to weather or moisture, only Exterior type plywood is suitable. Panel grades to use where shear and crosspanel strength properties are of maximum importance. Made with exterior glue only. Plywood Structural I is made from all Group 1 woods. Combination subfloor-underlayment. Provides smooth surface for application of carpet and pad. Possesses high concentrated and impact load resistance during construction and occupancy. Manufactured with intermediate (plywood) and exterior glue. Touch-sanded. Available with tongue-and-groove edges. For underlayment under carpet and pad. Available with exterior glue. Touchsanded. Available with tongue-and-groove edges. For built-ins, wall and ceiling tile backing. Not for underlayment. Available with exterior glue. Touch-sanded. Generally applied where a high-quality surface is required. Includes APA N-N, N-A, N-B, N-D, A-A, A-D, B-B, and B-D INT grades. Superior Exterior-type plywood made only with Douglas-fir or western larch. Special solid-core construction. Available with medium density overlay (MDO) or high density overlay (HDO) face. Ideal for boat hull construction. 5/16, 3/8, 15/32, 1/2, 19/32, 5/8, 23/32, 3/4 19/32, 5/8, 23/32, 3/4 19/32, 5/8, 23/32, 3/4, 7/8, 1, 1-3/32, 1-1/8 1/4, 11/32, 3/8, 15/32, 1/2, 19/32, 5/8, 23/32, 3/4 1/2, 19/32, 5/8, 23/32, 3/4 1/4, 11/32, 3/8, 15/32, 1/2, 19/32, 5/8, 23/32, 3/4 1/4, 11/32, 3/8, 15/32, 1/2, 19/32, 5/8, 23/32, 3/4 Panel Construction OSB COM-PLY Plywood & Veneer Grade Yes Yes Yes, face C, back D, inner D Yes Yes Yes, face C, back D, inner D Yes Yes Yes, face C-Plugged, back D, inner D No No Yes, face C-Plugged, back D, inner D No No Yes, face C-Plugged, back D, inner D No No Yes, face B or better, back D or better, inner C & D No No Yes, face A or face B, back A or inner B 9 M9: WOOD STRUCTURAL PANELS American Forest & paper association
62 M9: WOOD STRUCTURAL PANELS Table M9.2-1 Wood Structural Panel Bending Stiffness and Strength Span Rating Stress Parallel to Strength Axis 1 Stress Perpendicular to Strength Axis 1 Plywood Plywood 3-ply 4-ply 5-ply OSB 3-ply 4-ply 5-ply OSB PANEL BENDING STIFFNESS, EI (lb-in. 2 /ft of panel width) 24/0 66,000 66,000 66,000 60,000 3,600 7,900 11,000 11,000 24/16 86,000 86,000 86,000 78,000 5,200 11,500 16,000 16,000 32/16 125,000 125,000 125,000 115,000 8,100 18,000 25,000 25,000 40/20 250,000 250,000 250,000 225,000 18,000 39,500 56,000 56,000 48/24 440,000 440,000 440,000 400,000 29,500 65,000 91,500 91,500 16oc 165,000 165,000 165,000 150,000 11,000 24,000 34,000 34,000 20oc 230,000 230,000 230,000 210,000 13,000 28,500 40,500 40,500 24oc 330,000 330,000 330,000 300,000 26,000 57,000 80,500 80,500 32oc 715,000 715,000 715,000 650,000 75,000 165,000 235,000 235,000 48oc 1,265,000 1,265,000 1,265,000 1,150,000 160,000 350,000 495,000 495,000 Multiplier for Structural I Panels 1.0 1.0 1.0 1.0 1.5 1.5 1.6 1.6 PANEL BENDING STRENGTH, F b S (lb-in./ft of panel width) 24/0 250 275 300 300 54 65 97 97 24/16 320 350 385 385 64 77 115 115 32/16 370 405 445 445 92 110 165 165 40/20 625 690 750 750 150 180 270 270 48/24 845 930 1,000 1,000 225 270 405 405 16oc 415 455 500 500 100 120 180 180 20oc 480 530 575 575 140 170 250 250 24oc 640 705 770 770 215 260 385 385 32oc 870 955 1,050 1,050 380 455 685 685 48oc 1,600 1,750 1,900 1,900 680 815 1,200 1,200 Multiplier for Structural I Panels 1.0 1.0 1.0 1.0 1.3 1.4 1.5 1.5 1. Strength axis is defined as the axis parallel to the face and back orientation of the flakes or the grain (veneer), which is generally the long panel direction, unless otherwise marked. Axial Capacities Axial Stiffness (EA) Panel axial stiffnesses listed in Table M9.2-2 are based on testing according to the principles of ASTM D3501 Method B. Axial stiffness is the capacity to resist axial strain and is represented as EA. E is the reference axial modulus of elasticity of the material, and A is the area of the cross section. The units of EA are pounds per foot of panel width. Tension (F t A) Tension capacities listed in Table M9.2-2 are based on testing according to the principles of ASTM D3500 Method B. Tension capacity is given as F t A. F t is the reference tensile stress of the material, and A is the area of the cross section. The units of F t A are pounds per foot of panel width. 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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Page 25 and 26: 12 M4: SAWN LUMBER M4.1 General Pro
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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
Page 67 and 68: 54 M8: STRUCTURAL COMPOSITE LUMBER
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Page 99 and 100: 86 M11: DOWEL-TYPE FASTENERS M11.1
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Page 103 and 104: 90 M12: SPLIT RING AND SHEAR PLATE
Page 105 and 106: 92 M13: TIMBER RIVETS M13.1 General
Page 107 and 108: 94 M14: SHEAR WALLS AND DIAPHRAGMS
Page 113 and 114: 100 M15: SPECIAL LOADING CONDITIONS
Page 115 and 116: 102 M16: FIRE DESIGN M16.1 General
Page 117 and 118: 104 M16: FIRE DESIGN Table M16.1-4
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112 M16: FIRE DESIGN Figure M16.1-8
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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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144 M16: FIRE DESIGN Table M16.1-10
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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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American Forest & Paper Association
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