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E-raamat: Timber Construction Manual

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  • Formaat: EPUB+DRM
  • Ilmumisaeg: 16-Jul-2012
  • Kirjastus: John Wiley & Sons Inc
  • Keel: eng
  • ISBN-13: 9781118279649
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Timber Construction ManualSuurem pilt
  • Formaat: EPUB+DRM
  • Ilmumisaeg: 16-Jul-2012
  • Kirjastus: John Wiley & Sons Inc
  • Keel: eng
  • ISBN-13: 9781118279649
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"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"--

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
Preface xi
1 Timber Construction
1(41)
1.1 Introduction
1(1)
1.2 Materials
1(12)
1.3 Structural Systems
13(14)
1.4 Economy
27(5)
1.5 Permanence
32(5)
1.6 Seasoning
37(1)
1.7 Handling, Storage, and Erection
38(2)
1.8 Conclusion
40(2)
2 Wood Properties
42(15)
2.1 Introduction
42(4)
2.2 Specific Gravity and Specific Weight of Commercial Lumber Species
46(4)
2.3 Dimensional Changes Due to Moisture and Temperature
50(3)
2.4 Thermal Insulating Properties
53(1)
2.5 Wood in Chemical Environments
54(1)
2.6 Acoustical Properties
55(1)
2.7 Electrical Properties
55(1)
2.8 Coefficient of Friction
56(1)
2.9 Conclusion
56(1)
3 Timber Design
57(45)
3.1 Introduction
57(1)
3.2 Loads
58(15)
3.3 Design Values
73(1)
3.4 Adjustment Factors
74(18)
3.5 Deflection
92(3)
3.6 Camber
95(3)
3.7 Ponding
98(2)
3.8 Conclusion
100(2)
4 Timber Beams
102(32)
4.1 Introduction
102(1)
4.2 Structural Evaluation of Beams
102(3)
4.3 Simple Beams
105(12)
4.4 Continuous Members
117(5)
4.5 Biaxial Bending (Bending about Both Axes)
122(8)
4.6 Torsion
130(3)
4.7 Conclusion
133(1)
5 Timber Columns And Tension Members
134(15)
5.1 Introduction
134(1)
5.2 Column Design Criteria
134(1)
5.3 Rectangular Columns
135(5)
5.4 Round Columns
140(1)
5.5 Tapered Columns
140(1)
5.6 Spaced Columns
141(3)
5.7 Built-Up Columns
144(2)
5.8 Columns with Flanges
146(1)
5.9 Tension Members
147(1)
5.10 Conclusion
148(1)
6 Timber Beam-Columns And Tension Beams
149(25)
6.1 Introduction
149(1)
6.2 General Equation for Beam-Columns
150(6)
6.3 Centric Axial Compression and Side Load Bending about Both Axes
156(5)
6.4 Centric Axial Compression and Side Load Bending about Strong Axis Only
161(4)
6.5 Eccentric Axial Compression Only
165(1)
6.6 Axial Compression Eccentricity in Strong Direction Only
165(4)
6.7 Columns with Side Brackets
169(1)
6.8 Combined Axial Tension and Bending
170(3)
6.9 Conclusion
173(1)
7 Tapered Beams
174(15)
7.1 Introduction
174(2)
7.2 Tapered Beam Design
176(7)
7.3 Beams with Tapered End Cuts
183(5)
7.4 Conclusion
188(1)
8 Curved Glulam Beams
189(44)
8.1 Introduction
189(6)
8.2 Curved Beams with Constant Depth
195(5)
8.3 Pitched and Tapered Curved Beams
200(23)
8.4 Pitched and Tapered Curved Beams with Mechanically Attached Haunch
223(9)
8.5 Conclusion
232(1)
9 Glulam Arches
233(18)
9.1 Introduction
233(1)
9.2 Preliminary Design Procedure
233(16)
9.3 Conclusion
249(2)
10 Heavy Timber Decking
251(9)
10.1 Introduction
251(1)
10.2 Installation Requirements
251(4)
10.3 Design Formulas
255(1)
10.4 Section Properties
256(1)
10.5 Decking Design Values
257(2)
10.6 Conclusion
259(1)
11 Connections In Timber Structures
260(24)
11.1 Introduction
260(1)
11.2 Connection Detailing Principles
260(4)
11.3 Types of Fasteners
264(8)
11.4 Reference Design Values for Fasteners
272(2)
11.5 Adjustment Factors
274(9)
11.6 Conclusion
283(1)
12 Member Capacity At Connections
284(25)
12.1 Introduction
284(1)
12.2 Member Capacity at Connections Loaded Perpendicular-to-Grain
284(7)
12.3 Member Capacity at Connections Loaded Parallel-to-Grain
291(16)
12.4 Member Capacity at Connections Loaded at an Angle to Grain
307(1)
12.5 Conclusion
308(1)
13 Dowel-Type Fasteners
309(26)
13.1 Introduction
309(1)
13.2 Dowel-Type Fasteners Loaded Laterally
309(19)
13.3 Dowel-Type Fasteners Loaded in Withdrawal
328(2)
13.4 Dowel-Type Fasteners Loaded Laterally and in Withdrawal
330(4)
13.5 Conclusion
334(1)
14 Shear Plates And Split Rings
335(18)
14.1 Introduction
335(1)
14.2 Connectors in Side Grain
336(11)
14.3 Timber Connectors in End Grain
347(5)
14.4 Conclusion
352(1)
15 Moment Splices
353(18)
15.1 Introduction
353(2)
15.2 Shear Transfer
355(1)
15.3 Moment Transfer
355(15)
15.4 Conclusion
370(1)
16 Load And Resistance Factor Design
371(11)
16.1 Introduction
371(1)
16.2 Design Values and Adjustment Factors
372(2)
16.3 Design Checks
374(7)
16.4 Conclusion
381(1)
17 Timber Bridges
382(14)
17.1 Introduction
382(1)
17.2 Types of Timber Bridges
383(6)
17.3 Advantages of Glued Laminated Timber
389(1)
17.4 Preservative Treatments
390(1)
17.5 Wearing Surfaces
391(1)
17.6 Guardrails
392(1)
17.7 Design Methods
393(2)
17.8 Conclusion
395(1)
18 LRFD Bridge Design
396(37)
18.1 Introduction
396(3)
18.2 Longitudinal Stringers
399(19)
18.3 Transverse Glulam Deck Panels
418(7)
18.4 Longitudinal Deck (with Stiffeners)
425(7)
18.5 Conclusion
432(1)
19 ASD Bridge Design
433(42)
19.1 Introduction
433(3)
19.2 Longitudinal Stringers (Girders)
436(11)
19.3 Interconnected Transverse Deck Panels
447(1)
19.4 Non-Interconnected Transverse Deck Panels
447(10)
19.5 Longitudinal Deck (with Stiffeners)
457(6)
19.6 Static Design of Guardrail System
463(11)
19.7 Conclusion
474(1)
20 Fire Safety
475(22)
20.1 Introduction
475(1)
20.2 Types of Construction
476(1)
20.3 Lessons from Actual Fires
476(2)
20.4 Performance of Wood in Fire
478(1)
20.5 Wood versus Steel
479(3)
20.6 Heavy Timber Construction
482(1)
20.7 Fire-Resistance-Rated Construction
483(11)
20.8 Use of Stock Glulam Beams in Fire Rated Construction
494(1)
20.9 Fire Retardant Treatment
495(1)
20.10 Conclusion
495(2)
APPENDIX A DESIGN EXAMPLES
497(97)
Introduction
498(96)
APPENDIX B REFERENCE INFORMATION
594(36)
B.1 Beam Diagrams and Formulas
595(22)
B.2 Typical Fastener Dimensions and Yield Strengths
617(6)
B.3 Structural Glued Laminated Timber Reference Design Values
623(7)
References 630(11)
Index 641
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.
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