THE DEFINITIVE DESIGN AND CONSTRUCTION INDUSTRY SOURCE FOR BUILDING WITH WOOD-- NOW IN A THOROUGHLY UPDATED SIXTH EDITION Since its first publication in 1966, Timber Construction Manual has become the essential design and construction industry resource for building with structural glued laminated timber. Timber Construction Manual, Sixth Edition provides architects, engineers, contractors, educators, and related professionals with up-to-date information on engineered timber construction, including the latest codes, construction methods, and authoritative design recommendations. Content has…mehr
THE DEFINITIVE DESIGN AND CONSTRUCTION INDUSTRY SOURCE FOR BUILDING WITH WOOD-- NOW IN A THOROUGHLY UPDATED SIXTH EDITION Since its first publication in 1966, Timber Construction Manual has become the essential design and construction industry resource for building with structural glued laminated timber. Timber Construction Manual, Sixth Edition provides architects, engineers, contractors, educators, and related professionals with up-to-date information on engineered timber construction, including the latest codes, construction methods, and authoritative design recommendations. Content has been reorganized to flow easily from information on wood properties and applications to specific design considerations. Based on the most reliable technical data available, this edition has been thoroughly revised to encompass: * A thorough update of all recommended design criteria for timber structural members, systems, and connections * An expanded collection of real-world design examples supported with detailed schematic drawings * New material on the role of glulam in sustainable building practices * The latest design and construction codes, including the 2012 National Design Specification for Wood Construction, AITC 117-2010, and examples featuring ASCE 7-10 and IBC 2009 * More cross-referencing to other available AITC standards on the AITC website Since 1952, the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION has been the national technical trade association of the structural glued laminated timber industry. AITC-recommended building and design codes for wood-based structures are considered authoritative in the United States building industry.Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Since 1952, the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION has been the national technical trade association of the structural glued laminated timber industry. AITC-recommended building and design codes for wood-based structures are considered authoritative in the United States building industry.
Inhaltsangabe
PREFACE xi 1 TIMBER CONSTRUCTION 1 1.1 Introduction / 1 1.2 Materials / 1 1.3 Structural Systems / 13 1.4 Economy / 27 1.5 Permanence / 32 1.6 Seasoning / 37 1.7 Handling, Storage, and Erection / 38 1.8 Conclusion / 40 2 WOOD PROPERTIES 42 2.1 Introduction / 42 2.2 Specific Gravity and Specific Weight of Commercial Lumber Species / 46 2.3 Dimensional Changes Due to Moisture and Temperature / 50 2.4 Thermal Insulating Properties / 53 2.5 Wood in Chemical Environments / 54 2.6 Acoustical Properties / 55 2.7 Electrical Properties / 55 2.8 Coefficient of Friction / 56 2.9 Conclusion / 56 3 TIMBER DESIGN 57 3.1 Introduction / 57 3.2 Loads / 58 3.3 Design Values / 73 3.4 Adjustment Factors / 74 3.5 Deflection / 92 3.6 Camber / 95 3.7 Ponding / 98 3.8 Conclusion / 100 4 TIMBER BEAMS 102 4.1 Introduction / 102 4.2 Structural Evaluation of Beams / 102 4.3 Simple Beams / 105 4.4 Continuous Members / 117 4.5 Biaxial Bending (Bending about Both Axes) / 122 4.6 Torsion / 130 4.7 Conclusion / 133 5 TIMBER COLUMNS AND TENSION MEMBERS 134 5.1 Introduction / 134 5.2 Column Design Criteria / 134 5.3 Rectangular Columns / 135 5.4 Round Columns / 140 5.5 Tapered Columns / 140 5.6 Spaced Columns / 141 5.7 Built-Up Columns / 144 5.8 Columns with Flanges / 146 5.9 Tension Members / 147 5.10 Conclusion / 148 6 TIMBER BEAM-COLUMNS AND TENSION BEAMS 149 6.1 Introduction / 149 6.2 General Equation for Beam-Columns / 150 6.3 Centric Axial Compression and Side Load Bending about Both Axes / 156 6.4 Centric Axial Compression and Side Load Bending about Strong Axis Only / 161 6.5 Eccentric Axial Compression Only / 165 6.6 Axial Compression Eccentricity in Strong Direction Only / 165 6.7 Columns with Side Brackets / 169 6.8 Combined Axial Tension and Bending / 170 6.9 Conclusion / 173 7 TAPERED BEAMS 174 7.1 Introduction / 174 7.2 Tapered Beam Design / 176 7.3 Beams with Tapered End Cuts / 183 7.4 Conclusion / 188 8 CURVED GLULAM BEAMS 189 8.1 Introduction / 189 8.2 Curved Beams with Constant Depth / 195 8.3 Pitched and Tapered Curved Beams / 200 8.4 Pitched and Tapered Curved Beams with Mechanically Attached Haunch / 223 8.5 Conclusion / 232 9 GLULAM ARCHES 233 9.1 Introduction / 233 9.2 Preliminary Design Procedure / 233 9.3 Conclusion / 249 10 HEAVY TIMBER DECKING 251 10.1 Introduction / 251 10.2 Installation Requirements / 251 10.3 Design Formulas / 255 10.4 Section Properties / 256 10.5 Decking Design Values / 257 10.6 Conclusion / 259 11 CONNECTIONS IN TIMBER STRUCTURES 260 11.1 Introduction / 260 11.2 Connection Detailing Principles / 260 11.3 Types of Fasteners / 264 11.4 Reference Design Values for Fasteners / 272 11.5 Adjustment Factors / 274 11.6 Conclusion / 283 12 MEMBER CAPACITY AT CONNECTIONS 284 12.1 Introduction / 284 12.2 Member Capacity at Connections Loaded Perpendicular-to-Grain / 284 12.3 Member Capacity at Connections Loaded Parallel-to-Grain / 291 12.4 Member Capacity at Connections Loaded at an Angle to Grain / 307 12.5 Conclusion / 308 13 DOWEL-TYPE FASTENERS 309 13.1 Introduction / 309 13.2 Dowel-Type Fasteners Loaded Laterally / 309 13.3 Dowel-Type Fasteners Loaded in Withdrawal / 328 13.4 Dowel-Type Fasteners Loaded Laterally and in Withdrawal / 330 13.5 Conclusion / 334 14 SHEAR PLATES AND SPLIT RINGS 335 14.1 Introduction / 335 14.2 Connectors in Side Grain / 336 14.3 Timber Connectors in End Grain / 347 14.4 Conclusion / 352 15 MOMENT SPLICES 353 15.1 Introduction / 353 15.2 Shear Transfer / 355 15.3 Moment Transfer / 355 15.4 Conclusion / 370 16 LOAD AND RESISTANCE FACTOR DESIGN 371 16.1 Introduction / 371 16.2 Design Values and Adjustment Factors / 372 16.3 Design Checks / 374 16.4 Conclusion / 381 17 TIMBER BRIDGES 382 17.1 Introduction / 382 17.2 Types of Timber Bridges / 383 17.3 Advantages of Glued Laminated Timber / 389 17.4 Preservative Treatments / 390 17.5 Wearing Surfaces / 391 17.6 Guardrails / 392 17.7 Design Methods / 393 17.8 Conclusion / 395 18 LRFD BRIDGE DESIGN 396 18.1 Introduction / 396 18.2 Longitudinal Stringers / 399 18.3 Transverse Glulam Deck Panels / 418 18.4 Longitudinal Deck (with Stiffeners) / 425 18.5 Conclusion / 432 19 ASD BRIDGE DESIGN 433 19.1 Introduction / 433 19.2 Longitudinal Stringers (Girders) / 436 19.3 Interconnected Transverse Deck Panels / 447 19.4 Non-Interconnected Transverse Deck Panels / 447 19.5 Longitudinal Deck (with Stiffeners) / 457 19.6 Static Design of Guardrail System / 463 19.7 Conclusion / 474 20 FIRE SAFETY 475 20.1 Introduction / 475 20.2 Types of Construction / 476 20.3 Lessons from Actual Fires / 476 20.4 Performance of Wood in Fire / 478 20.5 Wood versus Steel / 479 20.6 Heavy Timber Construction / 482 20.7 Fire-Resistance-Rated Construction / 483 20.8 Use of Stock Glulam Beams in Fire Rated Construction / 494 20.9 Fire Retardant Treatment / 495 20.10 Conclusion / 495 APPENDIX A DESIGN EXAMPLES 497 Introduction / 498 APPENDIX B REFERENCE INFORMATION 594 B.1 Beam Diagrams and Formulas / 595 B.2 Typical Fastener Dimensions and Yield Strengths / 617 B.3 Structural Glued Laminated Timber Reference Design Values / 623 REFERENCES 630 INDEX 641
