Preface to the Sixth Edition |
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xi | |
Preface to the First Edition |
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xv | |
Introduction |
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1 | (11) |
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12 | (8) |
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13 | (1) |
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13 | (1) |
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14 | (1) |
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15 | (1) |
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16 | (1) |
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Nominal and Dressed Sizes |
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17 | (1) |
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Use Classification of Structural Lumber |
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17 | (1) |
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Grading of Structural Lumber |
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18 | (1) |
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18 | (2) |
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Design Issues and Methods |
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20 | (7) |
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20 | (3) |
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Methods of Investigation and Design |
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23 | (2) |
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25 | (2) |
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27 | (9) |
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27 | (1) |
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28 | (2) |
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30 | (1) |
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31 | (1) |
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32 | (1) |
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Elastic Response and Limit |
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32 | (1) |
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Inelastic Behavior and Ultimate Strength |
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33 | (1) |
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33 | (2) |
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Permissible Values for Design |
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35 | (1) |
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36 | (14) |
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36 | (1) |
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Reference Design Values for Allowable Stress Design (ASD) |
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37 | (4) |
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Adjustment of Design Values |
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41 | (4) |
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Modification for Loading with Relation to Grain Direction |
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45 | (2) |
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47 | (3) |
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50 | (36) |
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50 | (2) |
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52 | (5) |
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Beam Loads and Reaction Forces |
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57 | (3) |
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60 | (5) |
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65 | (13) |
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Tabulated Values for Beam Behavior |
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78 | (4) |
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82 | (4) |
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86 | (31) |
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86 | (7) |
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93 | (4) |
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97 | (4) |
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101 | (2) |
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103 | (2) |
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105 | (4) |
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Behavior Considerations for LRFD |
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109 | (8) |
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117 | (12) |
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117 | (1) |
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118 | (3) |
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121 | (5) |
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Alternative Spanning Elements |
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126 | (3) |
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129 | (6) |
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129 | (3) |
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132 | (1) |
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132 | (1) |
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Spanning Capability of Decks |
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133 | (2) |
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135 | (31) |
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Slenderness Ratio for Columns |
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135 | (1) |
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Compression Capacity of Simple Solid Columns |
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136 | (9) |
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Column Load Capacity, LRFD |
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145 | (2) |
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147 | (1) |
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148 | (2) |
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150 | (4) |
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154 | (1) |
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155 | (11) |
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Connections for Wood Structures |
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166 | (30) |
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166 | (10) |
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176 | (3) |
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179 | (2) |
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Mechanically Driven Fasteners |
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181 | (1) |
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181 | (1) |
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182 | (7) |
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Formed Steel Framing Elements |
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189 | (3) |
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Concrete and Masonry Anchors |
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192 | (1) |
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192 | (2) |
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Investigation of Connections, LRFD |
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194 | (2) |
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196 | (30) |
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196 | (3) |
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199 | (1) |
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199 | (2) |
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201 | (2) |
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Investigation for Internal Forces in Planar Trusses |
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203 | (18) |
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Design Forces for Truss Members |
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221 | (1) |
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Combined Actions in Truss Members |
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221 | (1) |
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222 | (1) |
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223 | (1) |
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224 | (2) |
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Miscellaneous Wood Products and Elements |
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226 | (20) |
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226 | (1) |
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Glued Laminated Structural Members |
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227 | (2) |
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Structural Composite Lumber |
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229 | (2) |
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231 | (1) |
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232 | (5) |
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Prefabricated Wood I-Joists |
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237 | (1) |
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Built-Up Panel and Lumber Beams |
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238 | (1) |
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239 | (5) |
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244 | (2) |
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Wood Structures for Lateral Bracing |
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246 | (42) |
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Application of Wind and Earthquake Forces |
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247 | (3) |
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250 | (12) |
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Vertical Diaphragms (Shear Walls) |
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262 | (8) |
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Investigation and Design of Wood-Framed Shear Walls |
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270 | (7) |
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Trussed Bracing for Wood Frames |
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277 | (7) |
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284 | (4) |
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General Considerations for Building Structures |
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288 | (18) |
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Choice of Building Construction |
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288 | (1) |
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Structural Design Standards |
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289 | (1) |
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Loads for Structural Design |
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289 | (1) |
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290 | (2) |
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Building Code Requirements for Structures |
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292 | (2) |
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294 | (3) |
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Lateral Loads (Wind and Earthquake) |
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297 | (4) |
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Load Combinations and Factors |
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301 | (1) |
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Determination of Design Loads |
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302 | (1) |
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302 | (1) |
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Building Systems Integration |
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303 | (1) |
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303 | (3) |
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306 | (48) |
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Building One: Single-Story Light Wood Frame |
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307 | (20) |
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Building Two: Multistory Light Wood Frame |
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327 | (7) |
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Building Three: Masonry and Timber Structure |
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334 | (17) |
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Building Four: Steel and Wood Structure |
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351 | (3) |
Appendix A: Properties of Sections |
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354 | (15) |
Appendix B: Study Aids |
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369 | (12) |
Appendix C: Answers to Problems |
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381 | (6) |
Glossary |
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387 | (3) |
References |
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390 | (3) |
Index |
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393 | |