كتاب Steel Design, 5th Ed By William Segui

أخوانى فى الله
أحضرت لكم كتاب
Steel Design, 5th Ed By William Segui

ويتناول الموضوعات الأتية :

1 Introduction 3
1.1 Structural Design 3
1.2 Loads 6
1.3 Building Codes 7
1.4 Design Specifications 7
1.5 Structural Steel 8
1.6 Standard Cross-Sectional Shapes 12
Problems 17
2 Concepts in Structural
Steel Design 21
2.1 Design Philosophies 21
2.2 American Institute of Steel Construction
Specification 23
2.3 Load Factors, Resistance Factors, and Load
Combinations for LRFD 24
2.4 Safety Factors and Load Combinations
for ASD 26
2.5 Probabilistic Basis of Load and Resistance
Factors 30
2.6 Steel Construction Manual 34
2.7 Design Computations and Precision 36
Problems 38
3 Tension Members 41
3.1 Introduction 41
3.2 Tensile Strength 42
3.3 Effective Area 50
3.4 Staggered Fasteners 57
3.5 Block Shear 64
3.6 Design of Tension Members 67
3.7 Threaded Rods and Cables 76
3.8 Tension Members in Roof Trusses 79
3.9 Pin-Connected Members 88
Problems 90
4 Compression Members 109
4.1 Introduction 109
4.2 Column Theory 110
4.3 AISC Requirements 117
4.4 Local Stability 121
4.5 Tables for Compression
Members 130
4.6 Design 132
4.7 More on Effective Length 138
4.8 Torsional and Flexural-Torsional
Buckling 155
4.9 Built-Up Members 162
Problems 17
5 Beams 189
5.1 Introduction 189
5.2 Bending Stress and the Plastic
Moment 190
5.3 Stability 196
5.4 Classification of Shapes 198
5.5 Bending Strength of Compact Shapes 199
5.6 Bending Strength of Noncompact
Shapes 211
5.7 Summary of Moment Strength 215
5.8 Shear Strength 216
5.9 Deflection 224
5.10 Design 226
5.11 Floor and Roof Framing Systems 239
5.12 Holes in Beams 245
5.13 Open-Web Steel Joists 248
5.14 Beam Bearing Plates and Column
Base Plates 251
5.15 Biaxial Bending 265
5.16 Bending Strength of Various
Shapes 276
Problems 281
6 Beam–Columns 299
6.1 Definition 299
6.2 Interaction Formulas 300
6.3 Methods of Analysis for Required
Strength 305
6.4 The Moment Amplification Method 307
6.5 Braced versus Unbraced Frames 310
6.6 Members in Braced Frames 311
6.7 Members in Unbraced Frames 327
6.8 Design of Beam–Columns 339
6.9 Trusses with Top-Chord Loads Between
Joints 358
Problems 363
7 Simple Connections 377
7.1 Introduction 377
7.2 Bolted Shear Connections: Failure
Modes 380
7.3 Bearing Strength, Spacing, and Edge-Distance
Requirements 382
7.4 Shear Strength 388
7.5 Installation of High-Strength Bolts 394
7.6 Slip-Critical and Bearing-Type
Connections 396
7.7 Design Examples 402
7.8 High-Strength Bolts in Tension 416
7.9 Combined Shear and Tension in Fasteners 428
7.10 Welded Connections 441
7.11 Fillet Welds 443
Problems 461
8 Eccentric Connections 477
8.1 Examples of Eccentric Connections 477
8.2 Eccentric Bolted Connections: Shear Only 478
8.3 Eccentric Bolted Connections: Shear Plus
Tension 491
8.4 Eccentric Welded Connections: Shear
Only 496
8.5 Eccentric Welded Connections: Shear Plus
Tension 511
8.6 Moment-Resisting Connections 519
8.7 Column Stiffeners and Other
Reinforcement 536
8.8 End Plate Connections 558
8.9 Concluding Remarks 572
Problems 572
9 Composite Construction 593
9.1 Introduction 593
9.2 Shored versus Unshored Construction 604
9.3 Effective Flange Width 606
9.4 Steel Headed Stud Anchors 610
9.5 Design 613
9.6 Deflections 620
9.7 Composite Beams with Formed Steel Deck 624
9.8 Tables for Composite Beam Analysis and
Design 636
9.9 Continuous Beams 644
9.10 Composite Columns 645
Problems
10Plate Girders 665
10.1 Introduction 665
10.2 General Considerations 667
10.3 AISC Requirements for Proportions of Plate
Girders 670
10.4 Flexural Strength 672
10.5 Shear Strength 675
10.6 Bearing Stiffeners 680
10.7 Design 695
Problems 713
Appendix Plastic Analysis
and Design 718
A.1 Introduction 718
A.2 AISC Requirements 720
A.3 Analysis 721
A.4 Design 726
A.5 Concluding Remarks 729
References 730
Answers to Selected Problems 735
Index

أتمنى أن تستفيدوا منه وأن ينال إعجابكم
رابط تنزيل كتاب Steel Design, 5th Ed By William Segui