Breyer, Donald E.,

Design of wood structures - ASD/LRFD / by Donald E. Breyer, Kenneth J. Fridley, David Pollock, Kelly Cobeen. - 7th ed. - New York : McGraw Hill, ©2015 - XXX, 976 p. : il. ; 28 cm.

Incluye indices

Preface xi
Nomenclature xv
Abbreviations xviii
Chapter 1 Wood Buildings and Design Criteria 1 (14)
1.1 Introduction
1 (1)
1.2 Types of Buildings
2 (2)
1.3 Required and Recommended References
4 (3)
1.4 Building Codes and Design Criteria
7 (1)
1.5 ASD and LRFD
8 (1)
1.6 Organization of the Text
9 (1)
1.7 Structural Calculations
9 (2)
1.8 Detailing Conventions
11 (1)
1.9 Fire-Resistive Requirements
12 (1)
1.10 Industry Organizations
13 (1)
1.11 References
13 (2)
Chapter 2 Design Loads 15 (92)
2.1 Introduction
15 (2)
2.2 Dead Loads
17 (4)
2.3 Live Loads
21 (7)
2.4 Snow Loads
28 (7)
2.5 Soil Loads and Hydrostatic Pressure
35 (1)
2.6 Loads due to Fluids
35 (1)
2.7 Rain Loads
35 (1)
2.8 Flood Loads
36 (1)
2.9 Self-Straining Loads
36 (1)
2.10 Wind Loads-Introduction
37 (5)
2.11 Wind Forces-Main Wind Force Resisting System
42 (10)
2.12 Wind Forces-Components and Cladding
52 (5)
2.13 Seismic Forces-Introduction
57 (5)
2.14 Seismic Forces
62 (14)
2.15 Seismic Forces-Primary System
76 (7)
2.16 Seismic Forces-Wall Components
83 (5)
2.17 Load Combinations
88 (5)
2.18 Serviceability/Deflection Criteria
93 (5)
2.19 References
98 (1)
2.20 Problems
99 (8)
Chapter 3 Behavior of Structures under Loads and Forces 107 (60)
3.1 Introduction
107 (1)
3.2 Structures Subject to Vertical Loads
107 (4)
3.3 Structures Subject to Lateral Forces
111 (7)
3.4 Lateral Forces in Buildings with Diaphragms and Shearwalls
118 (6)
3.5 Design Problem: Lateral Forces on One-Story Building
124 (15)
3.6 Design Problem: Lateral Forces on Two-Story Building
139 (20)
3.7 References
159 (1)
3.8 Problems
159 (8)
Chapter 4 Properties of Wood and Lumber Grades 167 (68)
4.1 Introduction
167 (1)
4.2 Design Specification
168 (2)
4.3 Methods of Grading Structural Lumber
170 (2)
4.4 In-Grade versus Clear Wood Design Values
172 (2)
4.5 Species and Species Groups
174 (1)
4.6 Cellular Makeup
175 (3)
4.7 Moisture Content and Shrinkage
178 (8)
4.8 Effect of Moisture Content on Lumber Sizes
186 (1)
4.9 Durability of Wood and the Need for Pressure Treatment
186 (3)
4.10 Growth Characteristics of Wood
189 (3)
4.11 Sizes of Structural Lumber
192 (3)
4.12 Size Categories and Commercial Grades
195 (4)
4.13 General Notation
199 (6)
4.14 Wet Service Factor CM
205 (1)
4.15 Load Duration Factor CD (ASD Only)
206 (4)
4.16 Time Effect Factor &lalmbda; (LRFD Only)
210 (1)
4.17 Size Factor CF
211 (1)
4.18 Repetitive Member Factor Cr
212 (1)
4.19 Flat Use Factor Cfu
213 (1)
4.20 Temperature Factor Ct
213 (1)
4.21 Incising Factor Ci
214 (1)
4.22 Resistance Factor φ (LRFD Only)
214 (1)
4.23 Format Conversion Factor KF (LRFD Only)
215 (1)
4.24 Design Problem: Adjusted Design Values
216 (10)
4.25 Future Directions in Wood Design
226 (1)
4.26 References
227 (1)
4.27 Problems
228 (7)
Chapter 5 Structural Glued Laminated Timber 235 (26)
5.1 Introduction
235 (1)
5.2 Sizes of Glulam Members
235 (3)
5.3 Resawn Glulam
238 (1)
5.4 Fabrication of Glulams
239 (6)
5.5 Grades of Glulam Members
245 (5)
5.6 Adjustment Factors for Glulam
250 (3)
5.7 Design Problem: Adjusted Design Values
253 (4)
5.8 References
257 (1)
5.9 Problems
258 (3)
Chapter 6 Beam Design 261 (106)
6.1 Introduction
261 (1)
6.2 Bending
262 (12)
6.3 Lateral Stability
274 (9)
6.4 Adjusted Bending Design Value Summary
283 (6)
6.5 Shear
289 (7)
6.6 Deflection
296 (2)
6.7 Design Summary
298 (2)
6.8 Bearing at Supports
300 (7)
6.9 Design Problem: Sawn Beam
307 (7)
6.10 Design Problem: Rough-Sawn Beam Using ASD
314 (2)
6.11 Design Problem: Notched Beam
316 (2)
6.12 Design Problem: Sawn-Beam Analysis
318 (4)
6.13 Design Problem: Glulam Beam with Full Lateral Support
322 (6)
6.14 Design Problem: Glulam Beam with Lateral Support at 8 ft-0 in
328 (4)
6.15 Design Problem: Glulam Beam with Lateral Support at 48 ft-0 in
332 (3)
6.16 Design Problem: Glulam with Compression Zone Stressed in Tension
335 (4)
6.17 Cantilever Beam Systems
339 (4)
6.18 Lumber Roof and Floor Decking
343 (2)
6.19 Fabricated Wood Components
345 (9)
6.20 References
354 (1)
6.21 Problems
355 (12)
Chapter 7 Axial Forces and Combined Bending and Axial Forces 367 (96)
7.1 Introduction
367 (1)
7.2 Axial Tension Members
368 (5)
7.3 Design Problem: Tension Member
373 (4)
7.4 Columns
377 (8)
7.5 Detailed Analysis of Slenderness Ratio
385 (6)
7.6 Design Problem: Axially Loaded Column
391 (5)
7.7 Design Problem: Capacity of a Glulam Column
396 (6)
7.8 Design Problem: Capacity of a Bearing Wall
402 (2)
7.9 Built-Up Columns
404 (4)
7.10 Combined Bending and Tension
408 (5)
7.11 Design Problem: Combined Bending and Tension
413 (5)
7.12 Combined Bending and Compression
418 (7)
7.13 Design Problem: Beam-Column
425 (5)
7.14 Design Problem: Beam-Column Action in a Stud Wall Using LRFD
430 (9)
7.15 Design Problem: Glulam Beam-Column Using ASD
439 (7)
7.16 Design for Minimum Eccentricity
446 (1)
7.17 Design Problem: Column with Eccentric Load Using ASD
447 (6)
7.18 References
453 (1)
7.19 Problems
454 (9)
Chapter 8 Wood Structural Panels 463 (50)
8.1 Introduction
463 (2)
8.2 Panel Dimensions and Installation Recommendations
465 (2)
8.3 Plywood Makeup
467 (3)
8.4 Species Groups for Plywood
470 (3)
8.5 Veneer Grades
473 (2)
8.6 Exposure Durability Classifications
475 (1)
8.7 Plywood Grades
476 (3)
8.8 Other Wood Structural Panels
479 (3)
8.9 Roof Sheathing
482 (3)
8.10 Design Problem: Roof Sheathing
485 (4)
8.11 Floor Sheathing
489 (3)
8.12 Design Problem: Floor Sheathing
492 (2)
8.13 Wall Sheathing and Siding
494 (4)
8.14 Stress Calculations for Wood Structural Panels
498 (10)
8.15 References
508 (1)
8.16 Problems
509 (4)
Chapter 9 Diaphragms 513 (60)
9.1 Introduction
513 (1)
9.2 Basic Diaphragm Action
514 (5)
9.3 Shear Resistance
519 (8)
9.4 Diaphragm Chords
527 (5)
9.5 Design Problem: Roof Diaphragm
532 (8)
9.6 Distribution of Lateral Forces in a Shearwall
540 (4)
9.7 Collector (Strut) Forces
544 (5)
9.8 Diaphragm Deflections
549 (5)
9.9 Diaphragms with Interior Shearwalls
554 (5)
9.10 Interior Shearwalls with Collectors
559 (4)
9.11 Diaphragm Flexibility
563 (3)
9.12 References
566 (1)
9.13 Problems
566 (7)
Chapter 10 Shearwalls 573 (54)
10.1 Introduction
573 (1)
10.2 Basic Shearwall Action
574 (1)
10.3 Shearwalls Using Wood Structural Panels
575 (6)
10.4 Other Sheathing Materials
581 (2)
10.5 Shearwall Chord Members
583 (2)
10.6 Design Problem: Shearwall
585 (9)
10.7 Alternate Shearwall Design Methods
594 (11)
10.8 Anchorage Considerations
605 (1)
10.9 Vertical (Gravity) Loads
606 (1)
10.10 Lateral Forces Parallel to a Wall
607 (4)
10.11 Shearwall Deflection
611 (5)
10.12 Lateral Forces Perpendicular to a Wall
616 (2)
10.13 References
618 (1)
10.14 Problems
619 (8)
Chapter 11 Wood Connections-Background 627 (28)
11.1 Introduction
627 (1)
11.2 Types of Fasteners and Connections
627 (7)
11.3 Yield Model for Laterally Loaded Fasteners
634 (1)
11.4 Factors Affecting Strength in Yield Model
635 (4)
11.5 Dowel Bearing Strength
639 (4)
11.6 Plastic Hinge in Fastener
643 (4)
11.7 Yield Limit Mechanisms
647 (5)
11.8 References
652 (1)
11.9 Problems
652 (3)
Chapter 12 Nailed and Stapled Connections 655 (72)
12.1 Introduction
655 (1)
12.2 Types of Nails
656 (3)
12.3 Power-Driven Nails and Staples
659 (2)
12.4 Yield Limit Equations for Nails
661 (7)
12.5 Applications of Yield Limit Equations
668 (8)
12.6 Adjustment Factors for Laterally Loaded Nails
676 (7)
12.7 Design Problem: Nail Connection for Knee Brace
683 (5)
12.8 Design Problem: Top Plate Splice
688 (8)
12.9 Design Problem: Shearwall Chord Tie
696 (4)
12.10 Design Problem: Laterally Loaded Toenail
700 (4)
12.11 Design Problem: Laterally Loaded Connection in End Grain
704 (2)
12.12 Nail Withdrawal Connections
706 (7)
12.13 Combined Lateral and Withdrawal Loads
713 (1)
12.14 Spacing Requirements
714 (4)
12.15 Nailing Schedule
718 (1)
12.16 References
718 (1)
12.17 Problems
718 (9)
Chapter 13 Bolts, Lag Bolts, and Other Connectors 727 (94)
13.1 Introduction
727 (1)
13.2 Bolt Connections
728 (3)
13.3 Bolt Yield Limit Equations for Single Shear
731 (9)
13.4 Bolt Yield Limit Equations for Double Shear
740 (4)
13.5 Adjustment Factors for Bolts
744 (12)
13.6 Tension and Shear Stresses at a Multiple Fastener Connection
756 (4)
13.7 Design Problem: Multiple-Bolt Tension Connection
760 (6)
13.8 Design Problem: Bolted Chord Splice for Diaphragm
766 (7)
13.9 Shear Stresses in a Beam at a Connection
773 (2)
13.10 Design Problem: Bolt Connection for Diagonal Brace
775 (6)
13.11 Lag Bolt Connections
781 (4)
13.12 Yield Limit Equations for Lag Bolts
785 (3)
13.13 Adjustment Factors for Lag Bolts in Shear Connections
788 (5)
13.14 Design Problem: Collector (Strut) Splice with Lag Bolts
793 (6)
13.15 Lag Bolts in Withdrawal
799 (3)
13.16 Combined Lateral and Withdrawal Loads
802 (1)
13.17 Split Ring and Shear Plate Connectors
803 (6)
13.18 References
809 (1)
13.19 Problems
809 (12)
Chapter 14 Connection Details and Hardware 821 (34)
14.1 Introduction
821 (1)
14.2 Connection Details
821 (18)
14.3 Design Problem: Beam-to-Column Connection
839 (9)
14.4 Cantilever Beam Hinge Connection
848 (2)
14.5 Prefabricated Connection Hardware
850 (3)
14.6 References
853 (2)
Chapter 15 Diaphragm-to-Shearwall Anchorage 855 (46)
15.1 Introduction
855 (1)
15.2 Anchorage Summary
855 (5)
15.3 Connection Details-Diaphragm to Wood-Frame Wall
860 (9)
15.4 Connection Details-Diaphragm to Concrete or Masonry Walls
869 (16)
15.5 Subdiaphragm Anchorage of Concrete and Masonry Walls
885 (6)
15.6 Design Problem: Subdiaphragm
891 (8)
15.7 References
899 (2)
Chapter 16 Advanced Topics in Lateral Force Design 901 (44)
16.1 Introduction
901 (1)
16.2 Seismic Forces-Regular Structures
901 (2)
16.3 Seismic Forces-Irregular Structures
903 (11)
16.4 Overturning-Background
914 (1)
16.5 Overturning-Review
914 (5)
16.6 Overturning-Wind
919 (4)
16.7 Overturning-Seismic
923 (6)
16.8 Lateral Analysis of Nonrectangular Buildings
929 (5)
16.9 Rigid Diaphragm Analysis
934 (10)
16.10 Additional Topics in Diaphragm Design
944 (1)
16.11 References
944 (1)
Appendix A. Equivalent Uniform Weights of Wood Framing 945 (2)
Appendix B. Weights of Building Materials 947 (4)
Appendix C. SI Units 951 (4)
Index 955

Minuciosamente revisado para incorporar los últimos códigos y normas, la séptima edición de este recurso integral que lleva a través del diseño completo de una estructura de madera siguiendo la misma secuencia de los materiales y elementos utilizados en el diseño actual. Ecuaciones detalladas, ilustraciones claras y ejemplos prácticos de diseño se presentan a lo largo del texto.

9780071745604 (hbk.) 0071745602 (hbk.)


MADERA
CONSTRUCCIONES EN MADERA --DISEÑO

624.184 / B848d