Steel Structures : Design and Behavior

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

• ISBN13: 9780673997869
• ISBN10: 0673997863
• Edition: 4th
• Format: Paperback
• Copyright: 2009-01-01
• Publisher: Harpercollins College Div

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.

Table of Contents

PREFACE	xi	(4)
CONVERSION FACTORS	xv
CHAPTER 1 Introduction	1	(40)
1.1 Structural Design	1	(1)
1.2 Principles of Design	1	(2)
1.3 Historical Background of Steel Structures	3	(1)
1.4 Loads	4	(9)
1.5 Types of Structural Steel Members	13	(5)
1.6 Steel Structures	18	(5)
1.7 Specifications and Building Codes	23	(1)
1.8 Philosophies of Design	24	(6)
1.9 Factors of Safety--ASD and LRFD Compared	30	(4)
1.10 Why Should LRFD be Used?	34	(2)
1.11 Analysis of the Structure	36	(1)
Selected References	36	(5)
CHAPTER 2 Steels and Properties	41	(30)
2.1 Structural Steels	41	(6)
2.2 Fastener Steels	47	(1)
2.3 Weld Electrode and Filler Material	48	(1)
2.4 Stress-Strain Behavior (Tension Test) at Atmospheric Temperatures	49	(2)
2.5 Material Toughness	51	(2)
2.6 Yield Strength for Multiaxial States of Stress	53	(2)
2.7 High Temperature Behavior	55	(2)
2.8 Cold Work and Strain Hardening	57	(1)
2.9 Brittle Fracture	58	(4)
2.10 Lamellar Tearing	62	(2)
2.11 Fatigue Strength	64	(2)
2.12 Corrosion Resistance and Weathering Steels	66	(1)
Selected References	67	(4)
CHAPTER 3 Tension Members	71	(33)
3.1 Introduction	71	(1)
3.2 Nominal Strength	72	(1)
3.3 Net Area	73	(1)
3.4 Effect of Staggered Holes on Net Area	74	(4)
3.5 Effective Net Area	78	(3)
3.6 Tearing Failure at Bolt Holes	81	(3)
3.7 Stiffness as a Design Criterion	84	(1)
3.8 Load Tansfer at Connections	84	(2)
3.9 Load and Resistance Factor Design--Tension Members	86	(7)
3.10 Tension Rods	93	(3)
3.11 Allowable Stress Design--Tension Members	96	(2)
Selected References	98	(1)
Problems	99	(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