Design of Wood Structures-ASD/LRFD,9780071455398

Design of Wood Structures-ASD/LRFD

by ; ; ;
Edition: 6th
ISBN13: 9780071455398
ISBN10: 0071455396
Format: Hardcover
Pub. Date: 2007-01-05
Publisher(s): McGraw-Hill Professional
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List Price: $115.00

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Summary

Updated to reflect the new 2006 Building Code, new NDS standards, and ASCE load standardWood continues to be the major building material in residential structuresAudience: Civil Engineers and architects, and students

Author Biography

Donald E. Breyer is a Professor of Engineering Technology and Civil Engineering at California Polytechnic University in Pomona California. He actively serves as a member of the NDS Committee of the American Forest and Paper Association and LRFD Engineered Wood Committee.

Kenneth J. Fridley is Head of Department of Civil and Environmental Engineering, The University of Alabama, Tuscaloosa, AL.

Kelly E. Cobeen operates her own Structural Engineering firm in San Francisco, California.

David G. Pollock, Jr. is with the Department of Civil and Environmental Engineering, Washington State University, Pullman Washington.

Table of Contents

Preface ix
Nomenclature xiii
Abbreviations xvi
Wood Buildings and Design Criteria
1(1)
Introduction
1(1)
Types of Buildings
2(2)
Required and Recommended References
4(3)
Building Codes and Design Criteria
7(1)
ASD and LRFD
8(1)
Organization of the Text
9(1)
Structural Calculations
10(2)
Detailing Conventions
12(1)
Fire-Resistive Requirements
12(1)
Industry Organizations
13(1)
References
13
Design Loads
1(1)
Introduction
1(2)
Dead Loads
3(4)
Live Loads
7(7)
Snow Loads
14(7)
Soil Loads and Hydrostatic Pressure
21(1)
Loads due to Fluids
21(1)
Rain Loads
21(1)
Flood Loads
22(1)
Self-straining Loads
22(1)
Wind Loads---Introduction
23(5)
Wind Forces---Main Wind Force Resisting System
28(9)
Wind Forces---Components and Cladding
37(5)
Seismic Forces---Introduction
42(5)
Seismic Forces
47(14)
Seismic Forces---Primary System
61(7)
Seismic Forces---Wall Components
68(5)
Load Combinations
73(5)
Serviceability/Deflection Criteria
78(6)
References
84(1)
Problems
85
Behavior of Structures under Loads and Forces
1(1)
Introduction
1(1)
Structures Subject to Vertical Loads
1(4)
Structures Subject to Lateral Forces
5(7)
Lateral Forces in Buildings with Diaphragms and Shearwalls
12(6)
Design Problem: Lateral Forces on One-Story Building
18(15)
Design Problem: Lateral Forces on Two-Story Building
33(20)
References
53(1)
Problems
53
Properties of Wood and Lumber Grades
1(1)
Introduction
1(1)
Design Specification
2(3)
Methods of Grading Structural Lumber
5(2)
In-Grade Versus Clear Wood Design Values
7(2)
Species and Species Groups
9(2)
Cellular Makeup
11(1)
Moisture Content and Shrinkage
12(8)
Effect of Moisture Content on Lumber Sizes
20(1)
Durability of Wood and the Need for Pressure Treatment
21(3)
Growth Characteristics of Wood
24(2)
Sizes of Structural Lumber
26(3)
Size Categories and Commercial Grades
29(4)
General Notation
33(6)
Wet Service Factor CM
39(1)
Load Duration Factor CD (ASD Only)
40(4)
Time Effect Factor A (LRFD Only)
44(1)
Size Factor CF
45(1)
Repetitive Member Factor Cr
46(1)
Flat Use Factor Ctu
47(1)
Temperature Factor Ct
47(1)
Incising Factor Cl
48(1)
Resistance Factor φ (LRFD Only)
48(1)
Format Conversion Factor KF (LRFD Only)
49(1)
Design Problem: Adjusted Design Values
50(10)
Future Directions in Wood Design
60(1)
References
61(1)
Problems
62
Structural Glued Laminated Timber
1(1)
Introduction
1(1)
Sizes of Glulam Members
1(3)
Resawn Glulam
4(1)
Fabrication of Glulams
5(6)
Grades of Glulam Members
11(5)
Adjustment Factors for Glulam
16(3)
Design Problem: Adjusted Design Values
19(4)
References
23(1)
Problems
23
Beam Design
1(1)
Introduction
1(1)
Bending
2(12)
Lateral Stability
14(9)
Adjusted Bending Design Value Summary
23(6)
Shear
29(7)
Deflection
36(2)
Design Summary
38(2)
Bearing at Supports
40(7)
Design Problem: Sawn Beam
47(7)
Design Problem: Rough-Sawn Beam Using ASD
54(2)
Design Problem: Notched Beam
56(2)
Design Problem: Sawn-Beam Analysis
58(4)
Design Problem: Glulam Beam with Full Lateral Support
62(6)
Design Problem: Glulam Beam with Lateral Support at 8 ft-0 in.
68(4)
Design Problem: Glulam Beam with Lateral Support at 48 ft-0 In.
72(3)
Design Problem: Glulam with Compression Zone Stressed in Tension
75(4)
Cantilever Beam Systems
79(4)
Lumber Roof and Floor Decking
83(2)
Fabricated Wood Components
85(9)
References
94(1)
Problems
95
Axial Forces and Combined Bending and Axial Forces
1(1)
Introduction
1(1)
Axial Tension Members
2(5)
Design Problem: Tension Member
7(4)
Columns
11(8)
Detailed Analysis of Slenderness Ratio
19(6)
Design Problem: Axially Loaded Column
25(5)
Design Problem: Capacity of a Glulam Column
30(6)
Design Problem: Capacity of a Bearing Wall
36(3)
Built-Up Columns
39(3)
Combined Bending and Tension
42(5)
Design Problem: Combined Bending and Tension
47(5)
Combined Bending and Compression
52(7)
Design Problem: Beam-Column
59(5)
Design Problem: Beam-Column Action in a Stud Wall Using LRFD
64(9)
Design Problem: Glulam Beam-Column Using ASD
73(7)
Design for Minimum Eccentricity
80(1)
Design Problem: Column with Eccentric Load Using ASD
81(6)
References
87(1)
Problems
88
Wood Structural Panels
1(1)
Introduction
1(2)
Panel Dimensions and Installation Recommendations
3(2)
Plywood Makeup
5(3)
Species Groups for Plywood
8(3)
Veneer Grades
11(2)
Exposure Durability Classifications
13(1)
Plywood Grades
14(3)
Other Wood Structural Panels
17(3)
Roof Sheathing
20(3)
Design Problem: Roof Sheathing
23(4)
Floor Sheathing
27(3)
Design Problem: Floor Sheathing
30(2)
Wall Sheathing and Siding
32(4)
Stress Calculations for Wood Structural Panels
36(11)
References
47(1)
Problems
47
Diaphragms
1(1)
Introduction
1(1)
Basic Diaphragm Action
2(5)
Shear Resistance
7(9)
Diaphragm Chords
16(4)
Design Problem: Roof Diaphragm
20(8)
Distribution of Lateral Forces in a Shearwall
28(4)
Collector (Strut) Forces
32(5)
Diaphragm Deflections
37(6)
Diaphragms with Interior Shearwalls
43(4)
Interior Shearwalls with Collectors
47(4)
Diaphragm Flexibility
51(3)
References
54(1)
Problems
55
Shearwalls
1(1)
Introduction
1(1)
Basic Shearwall Action
2(1)
Shearwalls Using Wood Structural Panels
3(6)
Other Sheathing Materials
9(2)
Shearwall Chord Members
11(2)
Design Problem: Shearwall
13(9)
Alternate Shearwall Design Methods
22(11)
Anchorage Considerations
33(1)
Vertical (Gravity) Loads
34(1)
Lateral Forces Parallel to a Wall
35(4)
Shearwall Deflection
39(6)
Lateral Forces Perpendicular to a Wall
45(2)
References
47(1)
Problems
47
Wood Connections-Background
1(1)
Introduction
1(1)
Types of Fasteners and Connections
1(6)
Yield Model for Laterally Loaded Fasteners
7(3)
Factors Affecting Strength in Yield Model
10(3)
Dowel Bearing Strength
13(4)
Plastic Hinge In Fastener
17(4)
Yield Limit Mechanisms
21(5)
References
26(1)
Problems
26
Nailed and Stapled Connections
1(1)
Introduction
1(1)
Types of Nails
2(3)
Power-Driven Nails and Staples
5(2)
Yield Limit Equations for Nails
7(7)
Applications of Yield Limit Equations
14(8)
Adjustment Factors for Laterally Loaded Nails
22(7)
Design Problem: Nail Connection for Knee Brace
29(5)
Design Problem: Top Plate Splice
34(8)
Design Problem: Shearwall Chord Tie
42(4)
Design Problem: Laterally Loaded Toenail
46(4)
Design Problem: Laterally Loaded Connection in End Grain
50(2)
Nail Withdrawal Connections
52(6)
Combined Lateral and Withdrawal Loads
58(1)
Spacing Requirements
59(4)
Nailing Schedule
63(1)
References
63(1)
Problems
64
Bolts, Lag Bolts, and Other Connectors
1(1)
Introduction
1(1)
Bolt Connections
2(3)
Bolt-Yield Limit Equations for Single Shear
5(9)
Bolt Yield Limit Equations for Double Shear
14(4)
Adjustment Factors for Bolts
18(12)
Tension and Shear Stresses at a Multiple Fastener Connection
30(4)
Design Problem: Multiple-Bolt Tension Connection
34(6)
Design Problem: Bolted Chord Splice for Diaphragm
40(7)
Shear Stresses in a Beam at a Connection
47(2)
Design Problem: Bolt Connection for Diagonal Brace
49(6)
Lag Bolt Connections
55(4)
Yield Limit Equations for Lag Bolts
59(3)
Adjustment Factors for Lag Bolts in Shear Connections
62(5)
Design Problem: Collector (Strut) Splice with Lag Bolts
67(6)
Lag Bolts in Withdrawal
73(3)
Combined Lateral and Withdrawal Loads
76(1)
Split Ring and Shear Plate Connectors
77(6)
References
83(1)
Problems
83
Connection Details and Hardware
1(1)
Introduction
1(1)
Connection Details
1(18)
Design Problem: Beam-to-Column Connection
19(8)
Cantilever Beam Hinge Connection
27(2)
Prefabricated Connection Hardware
29(4)
References
33
Diaphragm-to-Shearwall Anchorage
1(1)
Introduction
1(1)
Anchorage Summary
1(5)
Connection Details---Diaphragm to Wood-Frame Wall
6(9)
Connection Details---Diaphragm to Concrete or Masonry Walls
15(16)
Subdiaphragm Anchorage of Concrete and Masonry Walls
31(6)
Design Problem: Subdiaphragm
37(8)
References
45
Advanced Topics in Lateral Force Design
1(1)
Introduction
1(1)
Seismic Forces---Regular Structures
1(2)
Seismic Forces---Irregular Structures
3(11)
Overturning---Background
14(1)
Overturning---Review
14(5)
Overturning---Wind
19(4)
Overturning---Seismic
23(6)
Lateral Analysis of Nonrectangular Buildings
29(5)
Rigid Diaphragm Analysis
34(11)
Additional Topics in Diaphragm Design
45(1)
References
45
Appendix A. Equivalent Uniform Weights of Wood Framing 1(1)
Appendix B. Weights of Building Materials 1(1)
Appendix C. Selected Tables and Figures from the International Building Code, 2006 Edition 1(1)
Appendix D. SI Units 1(1)
Index 1

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