American Institute of Timber Construction (AITC),
. AITC
John Wiley & Sons
6e druk, 2012
9780470545096
Timber Construction Manual, 6e
Specificaties
Gebonden, 672 blz.
|
Engels
John Wiley & Sons |
6e druk, 2012
ISBN13: 9780470545096
Rubricering
Juridisch
:
Verwachte levertijd ongeveer 9 werkdagen
Samenvatting
The Timber Construction Manual has become the definitive design and construction industry source for building with structural glued laminated timber. Revised to cover the 2011 National Design Specification for Wood from the National Forest Products Association, IBC 2009 ASCE 7–10, and AITC 117–2004, this new edition contains the latest design procedures for glulam construction and an expanded collection of real–world design examples supported with detailed schematic drawings. Information and recommendations are based on the most reliable technical data available and reflect commercial purposes found to be the most practical.
Specificaties
ISBN13:9780470545096
Taal:Engels
Bindwijze:gebonden
Aantal pagina's:672
Uitgever:John Wiley & Sons
Druk:6
Inhoudsopgave
<p>PREFACE xi</p>
<p>1 TIMBER CONSTRUCTION 1</p>
<p>1.1 Introduction / 1</p>
<p>1.2 Materials / 1</p>
<p>1.3 Structural Systems / 13</p>
<p>1.4 Economy / 27</p>
<p>1.5 Permanence / 32</p>
<p>1.6 Seasoning / 37</p>
<p>1.7 Handling, Storage, and Erection / 38</p>
<p>1.8 Conclusion / 40</p>
<p>2 WOOD PROPERTIES 42</p>
<p>2.1 Introduction / 42</p>
<p>2.2 Specific Gravity and Specific Weight of Commercial Lumber Species / 46</p>
<p>2.3 Dimensional Changes Due to Moisture and Temperature / 50</p>
<p>2.4 Thermal Insulating Properties / 53</p>
<p>2.5 Wood in Chemical Environments / 54</p>
<p>2.6 Acoustical Properties / 55</p>
<p>2.7 Electrical Properties / 55</p>
<p>2.8 Coefficient of Friction / 56</p>
<p>2.9 Conclusion / 56</p>
<p>3 TIMBER DESIGN 57</p>
<p>3.1 Introduction / 57</p>
<p>3.2 Loads / 58</p>
<p>3.3 Design Values / 73</p>
<p>3.4 Adjustment Factors / 74</p>
<p>3.5 Deflection / 92</p>
<p>3.6 Camber / 95</p>
<p>3.7 Ponding / 98</p>
<p>3.8 Conclusion / 100</p>
<p>4 TIMBER BEAMS 102</p>
<p>4.1 Introduction / 102</p>
<p>4.2 Structural Evaluation of Beams / 102</p>
<p>4.3 Simple Beams / 105</p>
<p>4.4 Continuous Members / 117</p>
<p>4.5 Biaxial Bending (Bending about Both Axes) / 122</p>
<p>4.6 Torsion / 130</p>
<p>4.7 Conclusion / 133</p>
<p>5 TIMBER COLUMNS AND TENSION MEMBERS 134</p>
<p>5.1 Introduction / 134</p>
<p>5.2 Column Design Criteria / 134</p>
<p>5.3 Rectangular Columns / 135</p>
<p>5.4 Round Columns / 140</p>
<p>5.5 Tapered Columns / 140</p>
<p>5.6 Spaced Columns / 141</p>
<p>5.7 Built–Up Columns / 144</p>
<p>5.8 Columns with Flanges / 146</p>
<p>5.9 Tension Members / 147</p>
<p>5.10 Conclusion / 148</p>
<p>6 TIMBER BEAM–COLUMNS AND TENSION BEAMS 149</p>
<p>6.1 Introduction / 149</p>
<p>6.2 General Equation for Beam–Columns / 150</p>
<p>6.3 Centric Axial Compression and Side Load Bending about Both Axes / 156</p>
<p>6.4 Centric Axial Compression and Side Load Bending about Strong Axis Only / 161</p>
<p>6.5 Eccentric Axial Compression Only / 165</p>
<p>6.6 Axial Compression Eccentricity in Strong Direction Only / 165</p>
<p>6.7 Columns with Side Brackets / 169</p>
<p>6.8 Combined Axial Tension and Bending / 170</p>
<p>6.9 Conclusion / 173</p>
<p>7 TAPERED BEAMS 174</p>
<p>7.1 Introduction / 174</p>
<p>7.2 Tapered Beam Design / 176</p>
<p>7.3 Beams with Tapered End Cuts / 183</p>
<p>7.4 Conclusion / 188</p>
<p>8 CURVED GLULAM BEAMS 189</p>
<p>8.1 Introduction / 189</p>
<p>8.2 Curved Beams with Constant Depth / 195</p>
<p>8.3 Pitched and Tapered Curved Beams / 200</p>
<p>8.4 Pitched and Tapered Curved Beams with Mechanically Attached Haunch / 223</p>
<p>8.5 Conclusion / 232</p>
<p>9 GLULAM ARCHES 233</p>
<p>9.1 Introduction / 233</p>
<p>9.2 Preliminary Design Procedure / 233</p>
<p>9.3 Conclusion / 249</p>
<p>10 HEAVY TIMBER DECKING 251</p>
<p>10.1 Introduction / 251</p>
<p>10.2 Installation Requirements / 251</p>
<p>10.3 Design Formulas / 255</p>
<p>10.4 Section Properties / 256</p>
<p>10.5 Decking Design Values / 257</p>
<p>10.6 Conclusion / 259</p>
<p>11 CONNECTIONS IN TIMBER STRUCTURES 260</p>
<p>11.1 Introduction / 260</p>
<p>11.2 Connection Detailing Principles / 260</p>
<p>11.3 Types of Fasteners / 264</p>
<p>11.4 Reference Design Values for Fasteners / 272</p>
<p>11.5 Adjustment Factors / 274</p>
<p>11.6 Conclusion / 283</p>
<p>12 MEMBER CAPACITY AT CONNECTIONS 284</p>
<p>12.1 Introduction / 284</p>
<p>12.2 Member Capacity at Connections Loaded Perpendicular–to–Grain / 284</p>
<p>12.3 Member Capacity at Connections Loaded Parallel–to–Grain / 291</p>
<p>12.4 Member Capacity at Connections Loaded at an Angle to Grain / 307</p>
<p>12.5 Conclusion / 308</p>
<p>13 DOWEL–TYPE FASTENERS 309</p>
<p>13.1 Introduction / 309</p>
<p>13.2 Dowel–Type Fasteners Loaded Laterally / 309</p>
<p>13.3 Dowel–Type Fasteners Loaded in Withdrawal / 328</p>
<p>13.4 Dowel–Type Fasteners Loaded Laterally and in Withdrawal / 330</p>
<p>13.5 Conclusion / 334</p>
<p>14 SHEAR PLATES AND SPLIT RINGS 335</p>
<p>14.1 Introduction / 335</p>
<p>14.2 Connectors in Side Grain / 336</p>
<p>14.3 Timber Connectors in End Grain / 347</p>
<p>14.4 Conclusion / 352</p>
<p>15 MOMENT SPLICES 353</p>
<p>15.1 Introduction / 353</p>
<p>15.2 Shear Transfer / 355</p>
<p>15.3 Moment Transfer / 355</p>
<p>15.4 Conclusion / 370</p>
<p>16 LOAD AND RESISTANCE FACTOR DESIGN 371</p>
<p>16.1 Introduction / 371</p>
<p>16.2 Design Values and Adjustment Factors / 372</p>
<p>16.3 Design Checks / 374</p>
<p>16.4 Conclusion / 381</p>
<p>17 TIMBER BRIDGES 382</p>
<p>17.1 Introduction / 382</p>
<p>17.2 Types of Timber Bridges / 383</p>
<p>17.3 Advantages of Glued Laminated Timber / 389</p>
<p>17.4 Preservative Treatments / 390</p>
<p>17.5 Wearing Surfaces / 391</p>
<p>17.6 Guardrails / 392</p>
<p>17.7 Design Methods / 393</p>
<p>17.8 Conclusion / 395</p>
<p>18 LRFD BRIDGE DESIGN 396</p>
<p>18.1 Introduction / 396</p>
<p>18.2 Longitudinal Stringers / 399</p>
<p>18.3 Transverse Glulam Deck Panels / 418</p>
<p>18.4 Longitudinal Deck (with Stiffeners) / 425</p>
<p>18.5 Conclusion / 432</p>
<p>19 ASD BRIDGE DESIGN 433</p>
<p>19.1 Introduction / 433</p>
<p>19.2 Longitudinal Stringers (Girders) / 436</p>
<p>19.3 Interconnected Transverse Deck Panels / 447</p>
<p>19.4 Non–Interconnected Transverse Deck Panels / 447</p>
<p>19.5 Longitudinal Deck (with Stiffeners) / 457</p>
<p>19.6 Static Design of Guardrail System / 463</p>
<p>19.7 Conclusion / 474</p>
<p>20 FIRE SAFETY 475</p>
<p>20.1 Introduction / 475</p>
<p>20.2 Types of Construction / 476</p>
<p>20.3 Lessons from Actual Fires / 476</p>
<p>20.4 Performance of Wood in Fire / 478</p>
<p>20.5 Wood versus Steel / 479</p>
<p>20.6 Heavy Timber Construction / 482</p>
<p>20.7 Fire–Resistance–Rated Construction / 483</p>
<p>20.8 Use of Stock Glulam Beams in Fire Rated Construction / 494</p>
<p>20.9 Fire Retardant Treatment / 495</p>
<p>20.10 Conclusion / 495</p>
<p>APPENDIX A DESIGN EXAMPLES 497</p>
<p>Introduction / 498</p>
<p>APPENDIX B REFERENCE INFORMATION 594</p>
<p>B.1 Beam Diagrams and Formulas / 595</p>
<p>B.2 Typical Fastener Dimensions and Yield Strengths / 617</p>
<p>B.3 Structural Glued Laminated Timber Reference Design Values / 623</p>
<p>REFERENCES 630</p>
<p>INDEX 641</p>
<p>1 TIMBER CONSTRUCTION 1</p>
<p>1.1 Introduction / 1</p>
<p>1.2 Materials / 1</p>
<p>1.3 Structural Systems / 13</p>
<p>1.4 Economy / 27</p>
<p>1.5 Permanence / 32</p>
<p>1.6 Seasoning / 37</p>
<p>1.7 Handling, Storage, and Erection / 38</p>
<p>1.8 Conclusion / 40</p>
<p>2 WOOD PROPERTIES 42</p>
<p>2.1 Introduction / 42</p>
<p>2.2 Specific Gravity and Specific Weight of Commercial Lumber Species / 46</p>
<p>2.3 Dimensional Changes Due to Moisture and Temperature / 50</p>
<p>2.4 Thermal Insulating Properties / 53</p>
<p>2.5 Wood in Chemical Environments / 54</p>
<p>2.6 Acoustical Properties / 55</p>
<p>2.7 Electrical Properties / 55</p>
<p>2.8 Coefficient of Friction / 56</p>
<p>2.9 Conclusion / 56</p>
<p>3 TIMBER DESIGN 57</p>
<p>3.1 Introduction / 57</p>
<p>3.2 Loads / 58</p>
<p>3.3 Design Values / 73</p>
<p>3.4 Adjustment Factors / 74</p>
<p>3.5 Deflection / 92</p>
<p>3.6 Camber / 95</p>
<p>3.7 Ponding / 98</p>
<p>3.8 Conclusion / 100</p>
<p>4 TIMBER BEAMS 102</p>
<p>4.1 Introduction / 102</p>
<p>4.2 Structural Evaluation of Beams / 102</p>
<p>4.3 Simple Beams / 105</p>
<p>4.4 Continuous Members / 117</p>
<p>4.5 Biaxial Bending (Bending about Both Axes) / 122</p>
<p>4.6 Torsion / 130</p>
<p>4.7 Conclusion / 133</p>
<p>5 TIMBER COLUMNS AND TENSION MEMBERS 134</p>
<p>5.1 Introduction / 134</p>
<p>5.2 Column Design Criteria / 134</p>
<p>5.3 Rectangular Columns / 135</p>
<p>5.4 Round Columns / 140</p>
<p>5.5 Tapered Columns / 140</p>
<p>5.6 Spaced Columns / 141</p>
<p>5.7 Built–Up Columns / 144</p>
<p>5.8 Columns with Flanges / 146</p>
<p>5.9 Tension Members / 147</p>
<p>5.10 Conclusion / 148</p>
<p>6 TIMBER BEAM–COLUMNS AND TENSION BEAMS 149</p>
<p>6.1 Introduction / 149</p>
<p>6.2 General Equation for Beam–Columns / 150</p>
<p>6.3 Centric Axial Compression and Side Load Bending about Both Axes / 156</p>
<p>6.4 Centric Axial Compression and Side Load Bending about Strong Axis Only / 161</p>
<p>6.5 Eccentric Axial Compression Only / 165</p>
<p>6.6 Axial Compression Eccentricity in Strong Direction Only / 165</p>
<p>6.7 Columns with Side Brackets / 169</p>
<p>6.8 Combined Axial Tension and Bending / 170</p>
<p>6.9 Conclusion / 173</p>
<p>7 TAPERED BEAMS 174</p>
<p>7.1 Introduction / 174</p>
<p>7.2 Tapered Beam Design / 176</p>
<p>7.3 Beams with Tapered End Cuts / 183</p>
<p>7.4 Conclusion / 188</p>
<p>8 CURVED GLULAM BEAMS 189</p>
<p>8.1 Introduction / 189</p>
<p>8.2 Curved Beams with Constant Depth / 195</p>
<p>8.3 Pitched and Tapered Curved Beams / 200</p>
<p>8.4 Pitched and Tapered Curved Beams with Mechanically Attached Haunch / 223</p>
<p>8.5 Conclusion / 232</p>
<p>9 GLULAM ARCHES 233</p>
<p>9.1 Introduction / 233</p>
<p>9.2 Preliminary Design Procedure / 233</p>
<p>9.3 Conclusion / 249</p>
<p>10 HEAVY TIMBER DECKING 251</p>
<p>10.1 Introduction / 251</p>
<p>10.2 Installation Requirements / 251</p>
<p>10.3 Design Formulas / 255</p>
<p>10.4 Section Properties / 256</p>
<p>10.5 Decking Design Values / 257</p>
<p>10.6 Conclusion / 259</p>
<p>11 CONNECTIONS IN TIMBER STRUCTURES 260</p>
<p>11.1 Introduction / 260</p>
<p>11.2 Connection Detailing Principles / 260</p>
<p>11.3 Types of Fasteners / 264</p>
<p>11.4 Reference Design Values for Fasteners / 272</p>
<p>11.5 Adjustment Factors / 274</p>
<p>11.6 Conclusion / 283</p>
<p>12 MEMBER CAPACITY AT CONNECTIONS 284</p>
<p>12.1 Introduction / 284</p>
<p>12.2 Member Capacity at Connections Loaded Perpendicular–to–Grain / 284</p>
<p>12.3 Member Capacity at Connections Loaded Parallel–to–Grain / 291</p>
<p>12.4 Member Capacity at Connections Loaded at an Angle to Grain / 307</p>
<p>12.5 Conclusion / 308</p>
<p>13 DOWEL–TYPE FASTENERS 309</p>
<p>13.1 Introduction / 309</p>
<p>13.2 Dowel–Type Fasteners Loaded Laterally / 309</p>
<p>13.3 Dowel–Type Fasteners Loaded in Withdrawal / 328</p>
<p>13.4 Dowel–Type Fasteners Loaded Laterally and in Withdrawal / 330</p>
<p>13.5 Conclusion / 334</p>
<p>14 SHEAR PLATES AND SPLIT RINGS 335</p>
<p>14.1 Introduction / 335</p>
<p>14.2 Connectors in Side Grain / 336</p>
<p>14.3 Timber Connectors in End Grain / 347</p>
<p>14.4 Conclusion / 352</p>
<p>15 MOMENT SPLICES 353</p>
<p>15.1 Introduction / 353</p>
<p>15.2 Shear Transfer / 355</p>
<p>15.3 Moment Transfer / 355</p>
<p>15.4 Conclusion / 370</p>
<p>16 LOAD AND RESISTANCE FACTOR DESIGN 371</p>
<p>16.1 Introduction / 371</p>
<p>16.2 Design Values and Adjustment Factors / 372</p>
<p>16.3 Design Checks / 374</p>
<p>16.4 Conclusion / 381</p>
<p>17 TIMBER BRIDGES 382</p>
<p>17.1 Introduction / 382</p>
<p>17.2 Types of Timber Bridges / 383</p>
<p>17.3 Advantages of Glued Laminated Timber / 389</p>
<p>17.4 Preservative Treatments / 390</p>
<p>17.5 Wearing Surfaces / 391</p>
<p>17.6 Guardrails / 392</p>
<p>17.7 Design Methods / 393</p>
<p>17.8 Conclusion / 395</p>
<p>18 LRFD BRIDGE DESIGN 396</p>
<p>18.1 Introduction / 396</p>
<p>18.2 Longitudinal Stringers / 399</p>
<p>18.3 Transverse Glulam Deck Panels / 418</p>
<p>18.4 Longitudinal Deck (with Stiffeners) / 425</p>
<p>18.5 Conclusion / 432</p>
<p>19 ASD BRIDGE DESIGN 433</p>
<p>19.1 Introduction / 433</p>
<p>19.2 Longitudinal Stringers (Girders) / 436</p>
<p>19.3 Interconnected Transverse Deck Panels / 447</p>
<p>19.4 Non–Interconnected Transverse Deck Panels / 447</p>
<p>19.5 Longitudinal Deck (with Stiffeners) / 457</p>
<p>19.6 Static Design of Guardrail System / 463</p>
<p>19.7 Conclusion / 474</p>
<p>20 FIRE SAFETY 475</p>
<p>20.1 Introduction / 475</p>
<p>20.2 Types of Construction / 476</p>
<p>20.3 Lessons from Actual Fires / 476</p>
<p>20.4 Performance of Wood in Fire / 478</p>
<p>20.5 Wood versus Steel / 479</p>
<p>20.6 Heavy Timber Construction / 482</p>
<p>20.7 Fire–Resistance–Rated Construction / 483</p>
<p>20.8 Use of Stock Glulam Beams in Fire Rated Construction / 494</p>
<p>20.9 Fire Retardant Treatment / 495</p>
<p>20.10 Conclusion / 495</p>
<p>APPENDIX A DESIGN EXAMPLES 497</p>
<p>Introduction / 498</p>
<p>APPENDIX B REFERENCE INFORMATION 594</p>
<p>B.1 Beam Diagrams and Formulas / 595</p>
<p>B.2 Typical Fastener Dimensions and Yield Strengths / 617</p>
<p>B.3 Structural Glued Laminated Timber Reference Design Values / 623</p>
<p>REFERENCES 630</p>
<p>INDEX 641</p>
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