LRFD steel design

Title:

LRFD steel design

Personal Author:

Segui, William T.

Edition:

2nd ed.

Publication Information:

Pacific Grove, Calif. : PWS Pubs, 1999

ISBN:

9780534951559

Subject Term:

Building, Iron and steel

Load factor design

Steel, Structural

Available:*

Library	Item Barcode	Call Number	Material Type	Item Category 1	Status
Searching... PSZ JB	30000004244921	TA684 S44 1999	Open Access Book	Book	Searching... Unknown
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This revision of Segui's best-selling introduction to structural steel design closely reflects ongoing changes in the AISC LRFD Specifications and The Manual of Steel Construction. Its practical, down-to-earth presentation avoids excessive detail while providing a comprehensive study of structural steel design, including coverage of tension and compression members, beams, beam-columns, and connections. In later chapters, the book delivers a systematic discussion of composite members and plate girders.

1 Introduction	p. 1
1.1 Structural Design	p. 1
1.2 Loads	p. 4
1.3 Building Codes	p. 5
1.4 Design Specifications	p. 6
1.5 Structural Steel	p. 6
1.6 Standard Cross-Sectional Shapes	p. 11
Problems	p. 15
2 Concepts in Structural Steel Design	p. 19
2.1 Design Philosophies	p. 19
2.2 American Institute of Steel Construction Specification	p. 20
2.3 Load and Resistance Factors	p. 22
2.4 Probabilistic Basis of Load and Resistance Factors	p. 25
2.5 Manual of Steel Construction	p. 29
2.6 Design Computation and Precision	p. 31
Problems	p. 33
3 Tension Members	p. 34
3.1 Introduction	p. 34
3.2 Design Strength	p. 35
3.3 Effective Area	p. 40
3.4 Staggered Fasteners	p. 46
3.5 Block Shear	p. 52
3.6 Design of Tension Members	p. 54
3.7 Threaded Rods and Cables	p. 59
3.8 Tension Members in Roof Trusses	p. 62
3.9 Pin-Connected Members	p. 69
Problems	p. 71
4 Compression Members	p. 86
4.1 Definition	p. 86
4.2 Column Theory	p. 86
4.3 AISC Requirements	p. 94
4.4 Design	p. 100
4.5 More on Effective Length	p. 103
4.6 Torsional and Flexural-Torsional Buckling	p. 114
4.7 Built-Up Members	p. 121
Problems	p. 127
5 Beams	p. 139
5.1 Introduction	p. 139
5.2 Bending Stress and the Plastic Moment	p. 140
5.3 Stability	p. 146
5.4 Classification of Shapes	p. 148
5.5 Bending Strength of Compact Shapes	p. 149
5.6 Bending Strength of Noncompact Shapes	p. 158
5.7 Summary of Moment Strength	p. 161
5.8 Shear Strength	p. 163
5.9 Deflection	p. 168
5.10 Design	p. 170
5.11 Floor and Roof Framing Systems	p. 178
5.12 Holes in Beams	p. 183
5.13 Open-Web Steel Joists	p. 188
5.14 Beam Bearing Plates and Column Base Plates	p. 192
5.15 Biaxial Bending	p. 202
5.16 Bending Strength of Various Shapes	p. 210
Problems	p. 215
6 Beam-Columns	p. 229
6.1 Definition	p. 229
6.2 Interaction Formulas	p. 230
6.3 Moment Amplification	p. 232
6.4 Web Local Buckling in Beam-Columns	p. 236
6.5 Braced versus Unbraced Frames	p. 237
6.6 Members in Braced Frames	p. 238
6.7 Members in Unbraced Frames	p. 248
6.8 Design of Beam-Columns	p. 254
6.9 Trusses with Top-Chord Loads Between Joints	p. 268
Problems	p. 273
7 Simple Connections	p. 284
7.1 Introduction	p. 284
7.2 Bolted Shear Connections: Failure Modes	p. 287
7.3 Bearing Strength, Spacing, and Edge-Distance Requirements	p. 289
7.4 Common Bolts	p. 294
7.5 High-Strength Bolts	p. 297
7.6 Shear Strength of High-Strength Bolts	p. 299
7.7 Slip-Critical Connections	p. 302
7.8 High-Strength Bolts in Tension	p. 316
7.9 Combined Shear and Tension in Fasteners	p. 326
7.10 Welded Connections	p. 332
7.11 Fillet Welds	p. 334
Problems	p. 344
8 Eccentric Connections	p. 356
8.1 Examples of Eccentric Connections	p. 356
8.2 Eccentric Bolted Connections: Shear Only	p. 357
8.3 Eccentric Bolted Connections: Shear Plus Tension	p. 368
8.4 Eccentric Welded Connections: Shear Only	p. 372
8.5 Eccentric Welded Connections: Shear Plus Tension	p. 381
8.6 Moment-Resisting Connections	p. 386
8.7 Column Stiffeners and Other Reinforcement	p. 398
8.8 End Plate Connections	p. 411
8.9 Concluding Remarks	p. 419
Problems	p. 420
9 Composite Construction	p. 436
9.1 Introduction	p. 436
9.2 Shored versus Unshored Construction	p. 446
9.3 Effective Flange Width	p. 448
9.4 Shear Connectors	p. 450
9.5 Design	p. 453
9.6 Deflections	p. 456
9.7 Composite Beams with Formed Steel Deck	p. 460
9.8 Tables for Composite Beam Analysis and Design	p. 470
9.9 Continuous Beams	p. 476
9.10 Composite Columns	p. 478
Problems	p. 485
10 Plate Girders	p. 493
10.1 Introduction	p. 493
10.2 General Considerations	p. 494
10.3 AISC Requirements	p. 497
10.4 Flexural Strength	p. 498
10.5 Shear Strength	p. 502
10.6 Interaction of Flexure and Shear	p. 506
10.7 Bearing Stiffeners	p. 506
10.8 Design	p. 518
Problems	p. 535
Appendix A Plastic Analysis and Design	p. 540
A.1 Introduction	p. 540
A.2 AISC Requirements	p. 542
A.3 Analysis	p. 543
A.4 Design	p. 548
A.5 Concluding Remarks	p. 551
Appendix B Structural Steel Design Based on Allowable Stress	p. 552
B.1 Introduction	p. 552
B.2 Tension Members	p. 553
B.3 Compression Members	p. 555
B.4 Beams	p. 558
B.5 Beam-Columns	p. 564
B.6 Concluding Remarks	p. 569
References	p. 570
Answers to Selected Problems	p. 574
Index	p. 580

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