2001 ASD Supplements - unprotected PDF - American Wood Council

More documents

Recommendations

Info

ASD WOOD STRUCTURAL PANELS SUPPLEMENTSP-13Table 3.1.1Adjustments to Flexural Design Capacities Based on Panel Gradeand Construction, C GabPanel Bending Stiffness, EIParallel to Strength Axis aStress AppliedPerpendicular to Strength Axis aOther Structural I Other Structural IRated Panels3-Ply Plywood 1.1 1.1 1.0 1.54-Ply Plywood, COM-PLY 1.1 1.1 2.2 3.35-Ply Plywood b 1.1 1.1 3.1 5.2OSB 1.0 1.0 3.1 5.2Sanded PlywoodA-A, A-C 1.0 1.0 1.0 1.4Marine 1.0 1.0 1.4 1.4Other 1.0 1.0 1.0 1.4Panel Bending Strength, F bSRated Panels3-Ply Plywood 1.0 1.0 1.0 1.34-Ply Plywood 1.1 1.1 1.2 1.7COM-PLY 1.2 1.2 1.2 1.75-Ply Plywood b , OSB 1.2 1.2 1.8 2.8Sanded PlywoodA-A, A-C 1.2 1.3 1.2 1.7Marine 1.1 1.1 1.4 1.4Other 1.0 1.1 1.0 1.4The strength axis is the long panel dimension unless otherwise identified.Adjustments apply to plywood with 5 or more layers; for 5-ply/3-layer plywood, use adjustments for 4-ply.3DESIGN CAPACITIESAPA – The Engineered Wood Association
SP-14DESIGN CAPACITIESTable 3.2Panel Dry Design Axial Stiffness, Tension, and CompressionCapacitiesSpan RatingAxial Stiffness, EA (lb./ft. width) Tension, F tA (lb./ft. width) Compression, F cA (lb./ft. width)Stress Applied Stress Applied Stress Applied Stress Applied Stress Applied Stress AppliedParallel Perpendicular Parallel Perpendicular Parallel PerpendicularStrength Axis a Strength Axis a Strength Axis a Strength Axis a Strength Axis a Strength Axis aSheathing24/0 3,350,000 2,900,000 2,300 600 2,850 2,50024/16 3,800,000 2,900,000 2,600 990 3,250 2,50032/16 4,150,000 3,600,000 2,800 1,250 3,550 3,10040/20 5,000,000 4,500,000 2,900 1,600 4,200 4,00048/24 5,850,000 5,000,000 b 4,000 1,950 5,000 4,800 bSpan RatingSingle Floor16 oc 4,500,000 4,200,000 2,600 1,450 4,000 3,60020 oc 5,000,000 4,500,000 2,900 1,600 4,200 4,00024 oc 5,850,000 5,000,000 b 3,350 1,950 5,000 4,800 b32 oc 7,500,000 7,300,000 c 4,000 2,500 6,300 6,20048 oc 8,200,000 7,300,000 5,600 3,650 8,100 6,750NominalThicknessSanded Plywood1/4 1,800,000 625,000 1,650 550 1,550 55011/32 1,800,000 750,000 1,650 700 1,550 6503/8 2,350,000 1,150,000 2,150 1,050 2,000 95015/32 3,500,000 2,150,000 3,200 2,000 3,000 1,8501/2 3,500,000 2,250,000 3,200 2,050 3,000 1,90019/32 4,350,000 2,500,000 4,000 2,300 3,750 2,1505/8 4,450,000 2,750,000 4,100 2,500 3,800 2,35023/32 5,100,000 3,150,000 4,650 2,850 4,350 2,6503/4 5,200,000 3,750,000 4,750 3,450 4,450 3,2007/8 5,300,000 4,750,000 4,850 4,350 4,550 4,1001 6,700,000 5,700,000 6,150 5,200 5,750 4,8501-1/8 6,950,000 5,700,000 6,350 5,250 5,950 4,900aThe strength axis is the long panel dimension unless otherwise identified.bCapacity shall be adjusted for OSB by multiplying by 0.9.cCapacity shall be adjusted for OSB by multiplying by 0.8.APA – The Engineered Wood Association
Page 1 and 2:
SUPPLEMENTStructural LumberASDALLOW
Page 3 and 4:
SUPPLEMENTStructural LumberASDALLOW
Page 5 and 6:
ASD WOOD STRUCTURAL FRAME CONSTRUCT
Page 7 and 8:
ASD STRUCTURAL LUMBER SUPPLEMENTL-1
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
Page 23 and 24:
Page 25 and 26:
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
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 and 96:
GL-16DESIGN ADJUSTMENT FACTORS4.9 V
Page 97 and 98:
GL-18DESIGN ADJUSTMENT FACTORSTable
Page 99 and 100:
Page 101 and 102:
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Page 109 and 110:
GL-30CAPACITY SELECTION TABLES5.1 G
Page 111 and 112:
GL-32CAPACITY SELECTION TABLESTable
Page 113 and 114:
Page 115 and 116:
Page 117 and 118:
Page 119 and 120:
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
Page 127 and 128:
Page 129 and 130:
Page 131 and 132:
Page 133 and 134:
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
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
Page 155 and 156:
GL-76LOAD AND SPAN TABLESAMERICAN W
Page 157 and 158:
GL-78DESIGN EXAMPLES8.1 GeneralGene
Page 159 and 160:
GL-80SECTION PROPERTIES9.1 Cross Se
Page 161 and 162:
GL-82SECTION PROPERTIESTable 9.1(Co
Page 163 and 164:
Page 165 and 166:
Page 167 and 168:
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
SUPPLEMENTTimber Polesand PilesASDA
Page 175 and 176:
ASD WOOD TIMBER FRAME POLES CONSTRU
Page 177 and 178:
ASD WOOD TIMBER FRAME POLES CONSTRU
Page 179 and 180: ASD TIMBER POLES AND PILES SUPPLEME
Page 211 and 212: SUPPLEMENTWood StructuralPanelsASDA
Page 213 and 214: ASD WOOD STRUCTURAL PANELS SUPPLEME
Page 219 and 220: SP-2DESIGNER FLOWCHART1.1 Flowchart
Page 221 and 222: SP-4INTRODUCTION TO WOOD STRUCTURAL
Page 227 and 228: SP-10DESIGN CAPACITIES3.1 GeneralPa
Page 229: SP-12DESIGN CAPACITIESShear Through
Page 233 and 234: SP-16DESIGN CAPACITIESTable 3.3Pane
Page 235 and 236: SP-18DESIGN CAPACITIESTable 3.4.1Ad
Page 237 and 238: SP-20DESIGN ADJUSTMENT FACTORS4.1 G
Page 239 and 240: SP-22DESIGN ADJUSTMENT FACTORS4.8 P
Page 241 and 242: SP-24SECTION PROPERTIES5.1 GeneralS
Page 243 and 244: SP-26OTHER CONSIDERATIONS6.1 Fasten
Page 245 and 246: SP-28OTHER CONSIDERATIONS• Volunt
Page 247 and 248: SP-30SUPPLEMENTAL DESIGN ASSISTANCE
Page 257 and 258: SUPPLEMENTWood StructuralPanel Shea
Page 259 and 260: ASD WOOD STRUCTURAL WOOD PANEL FRAM
Page 261 and 262: ASD WOOD STRUCTURAL WOOD PANEL FRAM
Page 263 and 264: ASD WOOD STRUCTURAL PANEL SHEAR WAL
Page 281 and 282:
ASD WOOD STRUCTURAL PANEL SHEAR WAL
Page 283 and 284:
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 291 and 292:
Page 293 and 294:
Page 295 and 296:
Page 297 and 298:
Page 299 and 300:
show all

2001 ASD Supplements - unprotected PDF - American Wood Council

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?