Amazon no longer offers textbook rentals. We do!

Steel Structures : Design and Behavior

by: Salmon, Charles G.; Johnson, John E.; Malhas, Faris A.

Steel Structures : Design and Behavior

by: Salmon, Charles G.; Johnson, John E.; Malhas, Faris A.

ISBN 13:
9780673997869
ISBN 10:
0673997863
Edition: 4th
Format: Paperback
Copyright: 01/01/2009
Publisher: Harpercollins College Div
Newer Edition

Rent

Sorry, this item is currently unavailable.

Note: Supplemental materials are not guaranteed with Rental or Used book purchases.

Extend or Purchase Your Rental at Any Time

Need to keep your rental past your due date? At any time before your due date you can extend or purchase your rental through your account.

Summary

Learning Aids Large Quantity of Numerical Examples * Problems on Design Procedures * Chapter Introductions Supplements For the Instructor: Solutions Manual, available only from your sales specialist.

PREFACE

(4)

CONVERSION FACTORS

CHAPTER 1 Introduction

(40)

1.1 Structural Design

(1)

1.2 Principles of Design

(2)

1.3 Historical Background of Steel Structures

(1)

1.4 Loads

(9)

1.5 Types of Structural Steel Members

(5)

1.6 Steel Structures

(5)

1.7 Specifications and Building Codes

(1)

1.8 Philosophies of Design

(6)

1.9 Factors of Safety--ASD and LRFD Compared

(4)

1.10 Why Should LRFD be Used?

(2)

1.11 Analysis of the Structure

(1)

Selected References

(5)

CHAPTER 2 Steels and Properties

(30)

2.1 Structural Steels

(6)

2.2 Fastener Steels

(1)

2.3 Weld Electrode and Filler Material

(1)

2.4 Stress-Strain Behavior (Tension Test) at Atmospheric Temperatures

(2)

2.5 Material Toughness

(2)

2.6 Yield Strength for Multiaxial States of Stress

(2)

2.7 High Temperature Behavior

(2)

2.8 Cold Work and Strain Hardening

(1)

2.9 Brittle Fracture

(4)

2.10 Lamellar Tearing

(2)

2.11 Fatigue Strength

(2)

2.12 Corrosion Resistance and Weathering Steels

(1)

Selected References

(4)

CHAPTER 3 Tension Members

(33)

3.1 Introduction

(1)

3.2 Nominal Strength

(1)

3.3 Net Area

(1)

3.4 Effect of Staggered Holes on Net Area

(4)

3.5 Effective Net Area

(3)

3.6 Tearing Failure at Bolt Holes

(3)

3.7 Stiffness as a Design Criterion

(1)

3.8 Load Tansfer at Connections

(2)

3.9 Load and Resistance Factor Design--Tension Members

(7)

3.10 Tension Rods

(3)

3.11 Allowable Stress Design--Tension Members

(2)

Selected References

(1)

Problems

(5)

CHAPTER 4 Structural Fasteners

104

(84)

4.1 Types of Fasteners

104

(3)

4.2 Historical Background of High-Strength Bolts

107

(1)

4.3 Causes of Rivet Obsolescence

108

(1)

4.4 Details of High-Strength Bolts

108

(3)

4.5 Installation Procedures

111

(3)

4.6 Nominal Strength of Individual Fasteners

114

(5)

4.7 Load and Resistance Factor Design--Fasteners

119

(5)

4.8 Examples--Tension Member Bearing-Type Connections--LRFD

124

(6)

4.9 Slip-Critical Joints

130

(4)

4.10 Allowable Stress Design--Fasteners

134

(3)

4.11 Examples--Tension Members Using Allowable Stress Design

137

(1)

4.12 Eccentric Shear

138

(19)

4.13 Fasteners Acting in Axial Tension

157

(4)

4.14 Combined Shear and Tension

161

(11)

4.15 Shear and Tension from Eccentric Loading

172

(6)

Selected References

178

(2)

Problems

180

(8)

CHAPTER 5 Welding

188

(88)

5.1 Introduction and Historical Development

188

(2)

5.2 Basic Processes

190

(5)

5.3 Weldability of Structural Steel

195

(1)

5.4 Types of Joints

196

(2)

5.5 Types of Welds

198

(3)

5.6 Welding Symbols

201

(3)

5.7 Factors Affecting the Quality of Welded Connections

204

(3)

5.8 Possible Defects in Welds

207

(2)

5.9 Inspection and Control

209

(2)

5.10 Economics of Welded Built-up Members and Connections

211

(1)

5.11 Size and Length Limitations for Fillet Welds

212

(3)

5.12 Effective Areas of Welds

215

(2)

5.13 Nominal Strength of Welds

217

(4)

5.14 Load and Resistance Factor Design--Welds

221

(6)

5.15 Allowable Stress Design--Welds

227

(4)

5.16 Welds Connecting Members Subject to Direct Axial Load

231

(12)

5.17 Eccentric Shear Connections--Strength Analysis

243

(8)

5.18 Eccentric Shear Connections--Elastic (Vector) Analysis

251

(7)

5.19 Loads Applied Eccentric to the Plane of Welds

258

(5)

Selected References

263

(3)

Problems

266

(10)

CHAPTER 6 Compression Members

276

(94)

PART I: COLUMNS

276

(51)

6.1 General

276

(1)

6.2 Euler Elastic Buckling and Historical Background

276

(2)

6.3 Basic Column Strength

278

(2)

6.4 Inelastic Buckling

280

(4)

6.5 Residual Stress

284

(3)

6.6 Development of Column Strength Curves Including Residual Stress

287

(8)

6.7 Structural Stability Research Council (SSRC) Strength Curves

295

(5)

6.8 Load and Resistance Factor Design

300

(4)

6.9 Effective Length

304

(7)

6.10 Load and Resistance Factor Design of Rolled Shapes (W, S, and M) Subject to Axial Compression

311

(6)

6.11 Allowable Stress Design

317

(1)

6.12 Shear Effect

318

(3)

6.13 Design of Latticed Members

321

(6)

PART II: PLATES

327

(43)

6.14 Introduction to Stability of Plates

327

(9)

6.15 Strength of Plates under Uniform Edge Compression

336

(3)

6.16 AISC Width/Thickness Limits Lambda(r) to Achieve Yield Stress Without Local Plate Buckling

339

(3)

6.17 AISC Width/Thickness Limits Lambda(p) to Achieve Significant Plastic Deformation

342

(3)

6.18 AISC Provisions to Account for the Buckling and Post-Buckling Strengths of Plate Elements

345

(6)

6.19 Design of Compression Members as Affected by Local Buckling Provisions

351

(7)

Selected References

358

(6)

Problems

364

(6)

CHAPTER 7 Beams: Laterally Supported

370

(54)

7.1 Introduction

370

(1)

7.2 Simple Bending of Symmetrical Shapes

370

(2)

7.3 Behavior of Laterally Stable Beams

372

(3)

7.4 Laterally Supported Beams--Load and Resistance Factor Design

375

(6)

7.5 Laterally Supported Beams--Allowable Stress Design

381

(2)

7.6 Serviceability of Beams

383

(7)

7.7 Shear on Rolled Beams

390

(6)

7.8 Concentrated Loads Applied to Rolled Beams

396

(6)

7.9 Holes in Beams

402

(2)

7.10 General Flexural Theory

404

(6)

7.11 Biaxial Bending of Symmetric Sections

410

(5)

Selected References

415

(3)

Problems

418

(6)

CHAPTER 8 Torsion

424

(55)

8.1 Introduction

424

(1)

8.2 Pure Torsion of Homogeneous Sections

425

(3)

8.3 Shear Stresses Due to Bending of Thin-Wall Open Cross-Sections

428

(2)

8.4 Shear Center

430

(2)

8.5 Torsional Stresses in I-Shaped Steel Sections

432

(1)

8.6 Analogy Between Torsion and Plane Bending

443

(4)

8.7 Practical Situations of Torsional Loading

447

(5)

8.8 Load and Resistance Factor Design for Torsion--Laterally Stable Beams

452

(6)

8.9 Allowable Stress Design for Torsion--Laterally Stable Beams

458

(1)

8.10 Torsion in Closed Thin-Wall Sections

458

(4)

8.11 Torsion in Sections with Open and Closed Parts

462

(1)

8.12 Torsional Buckling

462

(7)

Selected References

469

(2)

Problems

471

(8)

CHAPTER 9 Lateral-Torsional Buckling of Beams

479

(92)

9.1 Rational Analogy to Pure Columns

479

(1)

9.2 Lateral Support

480

(2)

9.3 Strength of I-Shaped Beams Under Uniform Moment

482

(2)

9.4 Elastic Lateral-Torsional Buckling

484

(4)

9.5 Inelastic Lateral-Torsional Buckling

488

(3)

9.6 Load and Resistance Factor Design--I-Shaped Beams Subjected to Strong-Axis Bending

491

(8)

9.7 Allowable Stress Design--I-Shaped Beams Subjected to Strong-Axis Bending

499

(10)

9.8 Effective Laterally Unbraced Length

509

(2)

9.9 Examples: Load and Resistance Factor Design

511

(15)

9.10 Examples: Allowable Stress Design

526

(6)

9.11 Weak-Axis Bending of I-Shaped Sections

532

(1)

9.12 Lateral Buckling of Channels, Zees, Monosymmetric I-Shaped Sections, and Tees

533

(9)

9.13 Lateral Bracing Design

542

(13)

9.14 Biaxial Bending of Doubly Symmetric I-Shaped Sections

555

(5)

Selected References

560

(4)

Problems

564

(7)

CHAPTER 10 Continuous Beams

571

(39)

10.1 Introduction

571

(1)

10.2 Plastic Strength of a Statically Indeterminate Beam

571

(10)

10.3 Plastic Analysis--Load and Resistance Factor Design Examples

581

(15)

10.4 Elastic Analysis--Load and Resistance Factor Design Example

596

(2)

10.5 Elastic Analysis--Allowable Stress Design Examples

598

(5)

10.6 Splices

603

(2)

Selected References

605

(1)

Problems

606

(4)

CHAPTER 11 Plate Girders

610

(92)

11.1 Introduction and Historical Development

610

(3)

11.2 Difference Between Beam and Plate Girder

613

(1)

11.3 Vertical Flange Buckling Limit State

614

(4)

11.4 Nominal Moment Strength--Load and Resistance Factor Design

618

(5)

11.5 Moment Strength--Allowable Stress Design

623

(1)

11.6 Moment Strength Reduction Due to Bend-Buckling of the Web

624

(7)

11.7 Nominal Moment Strength--Hybrid Girders

631

(2)

11.8 Nominal Shear Strength--Elastic and Inelastic Buckling

633

(6)

11.9 Nominal Shear Strength--Including Tension-Field Action

639

(10)

11.10 Strength in Combined Bending and Shear

649

(5)

11.11 Intermediate Transverse Stiffeners

654

(7)

11.12 Bearing Stiffener Design

661

(2)

11.13 Longitudinal Web Stiffeners

663

(2)

11.14 Proportioning the Section

665

(6)

11.15 Plate Girder Design Example--LRFD

671

(22)

Selected References

693

(2)

Problems

695

(7)

CHAPTER 12 Combined Bending and Axial Load

702

(86)

12.1 Introduction

702

(1)

12.2 Differential Equation for Axial Compression and Bending

703

(4)

12.3 Moment Magnification--Simplified Treatment for Members in Single Curvature Without End Translation

707

(4)

12.4 Moment Magnification--Members Subject to End Moments Only: No Joint Translation

711

(2)

12.5 Moment Magnification--Members with Sidesway Possible

713

(2)

12.6 Nominal Strength--Instability in the Plane of Bending

715

(2)

12.7 Nominal Strength--Failure by Combined Bending and Torsion

717

(1)

12.8 Nominal Strength--Interaction Equations

717

(3)

12.9 Biaxial Bending

720

(2)

12.10 Load and Resistance Factor Design Criteria

722

(5)

12.11 Unbraced Frame--Load and Resistance Factor Design

727

(7)

12.12 Design Procedures--Load and Resistance Factor Design

734

(3)

12.13 Examples--Load and Resistance Factor Design

737

(23)

12.14 Allowable Stress Design Criteria

760

(6)

12.15 Design Procedures--Allowable Stress Design

766

(8)

Selected References

774

(3)

Problems

777

(11)

CHAPTER 13 Connections

788

(107)

13.1 Types of Connections

788

(4)

13.2 Simple Shear Connections

792

(17)

13.3 Seated Beam Connections--Unstiffened

809

(7)

13.4 Stiffened Seat Connections

816

(7)

13.5 Triangular Bracket Plates

823

(5)

13.6 Continuous Beam-To-Column Connections

828

(33)

13.7 Continuous Beam-To-Beam Connections

861

(1)

13.8 Rigid-Frame Knees

862

(8)

13.9 Column Base Plates

870

(6)

13.10 Beam Splices

876

(5)

Selected References

881

(7)

Problems

888

(7)

CHAPTER 14 Frames--Braced and Unbraced

895

(28)

14.1 General

895

(4)

14.2 Elastic Buckling of Frames

899

(8)

14.3 General Procedure for Effective Length

907

(1)

14.4 Stability of Frames under Primary Bending Moments

907

(6)

14.5 Bracing Requirements--Braced Frame

913

(5)

14.6 Overall Stability When Plastic Hinges Form

918

(1)

Selected References

919

(4)

CHAPTER 15 Design of Rigid Frames

923

(32)

15.1 Introduction

923

(1)

15.2 Plastic Analysis of One-Story Frames

923

(12)

15.3 Load and Resistance Factor Design--One-Story Frames

935

(16)

15.4 Multistory Frames

951

(1)

Selected References

952

(1)

Problems

953

(2)

CHAPTER 16 Composite Steel-Concrete Construction

955

(52)

16.1 Historical Background

955

(2)

16.2 Composite Action

957

(2)

16.3 Advantages and Disadvantages

959

(1)

16.4 Effective Width

960

(2)

16.5 Computation of Elastic Section Properties

962

(3)

16.6 Service Load Stresses With and Without Shoring

965

(2)

16.7 Nominal Moment Strength of Fully Composite Sections

967

(5)

16.8 Shear Connectors

972

(9)

16.8 Hybrid Composite Girders

981

(1)

16.10 Composite Flexural Members Containing Formed Steel Deck

982

(1)

16.11 Design Procedure--Load and Resistance Factor Design

983

(1)

16.12 Design Procedure--Allowable Stress Design

983

(2)

16.13 LRFD Examples--Simply Supported Beams

985

(7)

16.14 ASD Example--Simply Supported Beam

992

(3)

16.15 Deflections

995

(1)

16.16 Continuous Beams

996

(3)

16.17 Composite Columns

999

(2)

Selected References

1001

(3)

Problems

1004

(3)

APPENDIX

1007

(1)

TABLE A1 APPROXIMATE RADIUS OF GYRATION

1008

(1)

TABLE A2 TORSIONAL PROPERTIES

1009

(1)

INDEX

1010

Amazon no longer offers textbook rentals. We do!

Steel Structures : Design and Behavior

Steel Structures : Design and Behavior

9780673997869

0673997863

Summary

Table of Contents

Supplemental Materials

Write a Review

Amazon no longer offers textbook rentals. We do!

Steel Structures : Design and Behavior

Steel Structures : Design and Behavior

9780673997869

0673997863

Summary

Table of Contents

Supplemental Materials

Write a Review

Related Products