2001 ASD Supplements - unprotected PDF - American Wood Council

More documents

Recommendations

Info

ASD WOOD STRUCTURAL PANELS SUPPLEMENTSP-276.3 Panel Edge SupportFor certain span ratings, the maximum recommendedroof span for sheathing panels is dependent upon panel edgesupport. Although edge support may be provided by lumberblocking, panel clips are typically used when edgesupport is required. Table 6.2 summarizes the relationshipbetween panel edge support and maximum recommendedspans.Table 6.2aPanel Edge SupportMaximum Recommended Span (in.)Sheathing With WithoutSpan Rating Edge Support Edge Support24/0 24 20 a24/16 24 2432/16 32 2840/20 40 3248/24 48 3620 in. for 3/8-in. and 7/16-in. panels, 24 in. for 15/32-in. and 1/2-in.panels.6.4 Panel Specification6GeneralWood structural panel recommendations provided inthis design supplement are applicable to panels producedin accordance with one or more of the standards listed inSection 2.1 and which bear the trademark of a qualifiedinspection and testing agency. Design recommendationsare based on structural capacities associated with specificpanel classifications. Wood structural panels are classifiedby span ratings.Designers must specify wood structural panels by thespan ratings, nominal thicknesses, grades, and constructionsassociated with tabulated design recommendations.Exposure durability classification must also be identified.Single Floor panels may have tongue-and-groove orsquare edges. If square edge Single Floor panels are specified,the specification shall require lumber blockingbetween supports.Further information regarding specification of woodstructural panels is provided in the following references.References — Wood StructuralPanelsA partial listing of references for further informationon wood structural panels and panel applications follows.Additional information is available from organizationsproviding trademarking and quality assurance services.APA - The Engineered Wood Association7011 South 19th StreetP.O. Box 11700Tacoma, Washington 98411-0700Phone: 253-565-6600Fax: 253-565-7265Internet Address: www.apawood.orgProfessional Services Industries, Inc.Pittsburgh Testing Laboratory Division2710 West 5th Ave.Eugene, OR 97402Phone: 541-484-9212Fax: 541-344-2735Internet Address: www.psiusa.comTECO2402 Daniels St.Madison, WI 53718Phone: 608-221-3361Fax: 608-226-0885Internet Address: www.tecotested.comPublicationsThe following publications provide information onwood structural panels and panel applications:• Performance Standards and Policies for Wood StructuralPanels, APA PRP-108 and TECO PRP-133• Voluntary Product Standard PS 1 — Construction andIndustrial PlywoodOTHER CONSIDERATIONSAPA – The Engineered Wood Association
SP-28OTHER CONSIDERATIONS• Voluntary Product Standard PS 2 — Performance Standardfor Wood-Based Structural-Use Panels• APA Panel Handbook & Grade Glossary• Residential & Commercial, APA Design/ConstructionGuide• Diaphragms & Shear Walls, APA Design/ConstructionGuide• Fire Rated Systems, APA Design/Construction Guide• Nonresidential Roof Systems, APA Design/ConstructionGuide• Performance Rated Panels, APA Product Guide• Sanded Plywood, APA Product GuideAPA – 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 181 and 182:
Page 183 and 184:
Page 185 and 186:
Page 187 and 188:
Page 189 and 190:
Page 191 and 192:
Page 193 and 194: 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 and 230: SP-12DESIGN CAPACITIESShear Through
Page 231 and 232: SP-14DESIGN CAPACITIESTable 3.2Pane
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: SP-26OTHER CONSIDERATIONS6.1 Fasten
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 295 and 296:
ASD WOOD STRUCTURAL PANEL SHEAR WAL
Page 297 and 298:
Page 299 and 300:
show all

2001 ASD Supplements - unprotected PDF - American Wood Council

Create successful ePaper yourself

Delete template?

Save as template?