دانلود کتاب Structural analysis

فهرست مطالب :

Cover......Page 1
Contents......Page 14
1–1 Introduction......Page 22
1–2 Classification of Structures......Page 23
1–3 Loads......Page 28
1–4 Structural Design......Page 45
Chapter Review......Page 46
Problems......Page 47
2–1 Idealized Structure......Page 52
2–2 Principle of Superposition......Page 64
2–3 Equations of Equilibrium......Page 65
2–4 Determinacy and Stability......Page 66
2–5 Application of the Equations of Equilibrium......Page 73
Chapter Review......Page 83
Problems......Page 85
3–1 Common Types of Trusses......Page 100
3–2 Classification of Coplanar Trusses......Page 106
3–3 The Method of Joints......Page 113
3–4 Zero-Force Members......Page 117
3–5 The Method of Sections......Page 119
3–6 Compound Trusses......Page 125
3–7 Complex Trusses......Page 129
3–8 Space Trusses......Page 133
Chapter Review......Page 140
Problems......Page 142
4–1 Internal Loadings at a Specified Point......Page 158
4–2 Shear and Moment Functions......Page 164
4–3 Shear and Moment Diagrams for a Beam......Page 169
4–4 Shear and Moment Diagrams for a Frame......Page 180
4–5 Moment Diagrams Constructed by Method of Superposition......Page 185
Chapter Review......Page 190
Problems......Page 192
5–1 Cables......Page 206
5–2 Cable Subjected to Concentrated Loads......Page 207
5–3 Cable Subjected to a Uniform Distributed Load......Page 209
5–4 Arches......Page 215
5–5 Three-Hinged Arch......Page 216
Chapter Review......Page 222
Problems......Page 224
6–1 Influence Lines......Page 232
6–2 Influence Lines for Beams......Page 240
6–3 Qualitative Influence Lines......Page 243
6–4 Influence Lines for Floor Girders......Page 251
6–5 Influence Lines for Trusses......Page 255
6–6 Maximum Influence at a Point due to a Series of Concentrated Loads......Page 259
6–7 Absolute Maximum Shear and Moment......Page 269
Chapter Review......Page 273
Problems......Page 275
7–1 Use of Approximate Methods......Page 290
7–2 Trusses......Page 291
7–3 Vertical Loads on Building Frames......Page 295
7–4 Portal Frames and Trusses......Page 298
7–5 Lateral Loads on Building Frames: Portal Method......Page 303
7–6 Lateral Loads on Building Frames: Cantilever Method......Page 309
Chapter Review......Page 315
Problems......Page 317
8–1 Deflection Diagrams and the Elastic Curve......Page 324
8–2 Elastic-Beam Theory......Page 329
8–3 The Double Integration Method......Page 331
8–4 Moment-Area Theorems......Page 337
8–5 Conjugate-Beam Method......Page 347
Chapter Review......Page 355
Problems......Page 357
9–1 External Work and Strain Energy......Page 364
9–2 Principle of Work and Energy......Page 368
9–3 Principle of Virtual Work......Page 369
9–4 Method of Virtual Work:Trusses......Page 371
9–5 Method of Virtual Work: Beams and Frames......Page 378
9–6 Virtual Strain Energy Caused by Axial Load, Shear,Torsion, and Temperature......Page 390
9–7 Castigliano’s Theorem......Page 396
9–8 Castigliano’s Theorem for Trusses......Page 397
9–9 Castigliano’s Theorem for Beams and Frames......Page 402
Chapter Review......Page 408
Problems......Page 410
10–1 Statically Indeterminate Structures......Page 420
10–2 Force Method of Analysis: General Procedure......Page 423
10–3 Maxwell’s Theorem of Reciprocal Displacements Betti’s Law......Page 427
10–4 Force Method of Analysis: Beams......Page 428
10–5 Force Method of Analysis: Frames......Page 437
10–6 Force Method of Analysis:Trusses......Page 441
10–7 Composite Structures......Page 444
10–8 Additional Remarks on the Force Method of Analysis......Page 446
10–9 Symmetric Structures......Page 447
10–10 Influence Lines for Statically Indeterminate Beams......Page 449
10–11 Qualitative Influence Lines for Frames......Page 452
Chapter Review......Page 459
Problems......Page 461
11–1 Displacement Method of Analysis: General Procedures......Page 472
11–2 Slope-Deflection Equations......Page 474
11–3 Analysis of Beams......Page 480
11–4 Analysis of Frames: No Sidesway......Page 488
11–5 Analysis of Frames: Sidesway......Page 493
Chapter Review......Page 501
Problems......Page 502
12–1 General Principles and Definitions......Page 510
12–2 Moment Distribution for Beams......Page 514
12–3 Stiffness-Factor Modifications......Page 523
12–4 Moment Distribution for Frames: No Sidesway......Page 529
12–5 Moment Distribution for Frames: Sidesway......Page 531
Chapter Review......Page 539
Problems......Page 540
13 Beams and Frames Having Nonprismatic Members......Page 546
13–1 Deflections of Nonprismatic Members......Page 547
13–2 Loading Properties of Nonprismatic Members Using the Conjugate-Beam Method......Page 549
13–3 Loading Properties of Nonprismatic Members Available from Publications......Page 557
13–4 Moment Distribution for Structures Having Nonprismatic Members......Page 560
13–5 Slope-Deflection Equations for Nonprismatic Members......Page 566
Chapter Review......Page 567
Problems......Page 568
14–1 Fundamentals of the Stiffness Method......Page 572
14–2 Member Stiffness Matrix......Page 575
14–3 Displacement and Force Transformation Matrices......Page 576
14–4 Member Global Stiffness Matrix......Page 579
14–5 Truss Stiffness Matrix......Page 580
14–6 Application of the Stiffness Method for Truss Analysis......Page 585
14–7 Nodal Coordinates......Page 593
14–8 Trusses Having Thermal Changes and Fabrication Errors......Page 597
14–9 Space-Truss Analysis......Page 603
Chapter Review......Page 604
Problems......Page 605
15–1 Preliminary Remarks......Page 608
15–2 Beam-Member Stiffness Matrix......Page 610
15–4 Application of the Stiffness Method for Beam Analysis......Page 612
Problems......Page 625
16–1 Frame-Member Stiffness Matrix......Page 628
16–2 Displacement and Force Transformation Matrices......Page 630
16–3 Frame-Member Global Stiffness Matrix......Page 632
16–4 Application of the Stiffness Method for Frame Analysis......Page 633
Problems......Page 642
A–1 Basic Definitions andTypes of Matrices......Page 645
A–2 Matrix Operations......Page 647
A–3 Determinants......Page 652
A–4 Inverse of a Matrix......Page 654
A–5 The Gauss Method for Solving Simultaneous Equations......Page 656
Problems......Page 657
Answers to Selected Problems......Page 659
B......Page 674
C......Page 675
D......Page 676
F......Page 677
K......Page 679
M......Page 680
P......Page 681
S......Page 682
T......Page 684
V......Page 685
Z......Page 686