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 |  موضوع: كتاب Hibbeler Structural Analysis 8th ed الأربعاء 14 يونيو 2017, 12:03 am | |
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Hibbeler Structural Analysis 8th ed
ويتناول الموضوعات الأتية :
1
Types of Structures and
Loads 3
1.1 Introduction 3
1.2 Classification of Structures 4
1.3 Loads 9
1.4 Structural Design 26
Problems 27
Chapter Review 31
4
Internal Loadings
Developed in Structural
Members 133
4.1 Internal Loadings at a Specified
Point 133
4.2 Shear and Moment Functions 139
4.3 Shear and Moment Diagrams
for a Beam 150
4.4 Shear and Moment Diagrams
for a Frame 163
4.5 Moment Diagrams Constructed by
the Method of Superposition 168
Problems 173
Chapter Review 178
3
Analysis of Statically
Determinate
Trusses 79
3.1 Common Types of Trusses 79
3.2 Classification of Coplanar Trusses 85
3.3 The Method of Joints 94
3.4 Zero-Force Members 98
2
Analysis of Statically
Determinate
Structures 33
2.1 Idealized Structure 33
2.2 Principle of Superposition 46
2.3 Equations of Equilibrium 47
2.4 Determinacy and Stability 48
2.5 Application of the Equations
of Equilibrium 59
Chapter Review 68
Fundamental Problems 70
Problems 72
Project Problem 77
CONTENTS
5
Cables and
Arches 181
5.1 Cables 181
5.2 Cable Subjected to Concentrated
Loads 182
5.3 Cable Subjected to a Uniform
Distributed Load 184
5.4 Arches 194
5.5 Three-Hinged Arch 195
Problems 201
Chapter Review 203
3.5 The Method of Sections 104
3.6 Compound Trusses 110
3.7 Complex Trusses 116
3.8 Space Trusses 120
Problems 127
Chapter Review 130XVI CONTENTS
7
Approximate Analysis of
Statically Indeterminate
Structures 263
7.1 Use of Approximate Methods 263
7.2 Trusses 264
7.3 Vertical Loads on Building
Frames 270
7.4 Portal Frames and Trusses 273
7.5 Lateral Loads on Building Frames:
Portal Method 282
7.6 Lateral Loads on Building Frames:
Cantilever Method 288
Problems 294
Chapter Review 296
9
Deflections Using Energy
Methods 341
9.1 External Work and Strain Energy 341
9.2 Principle of Work and Energy 345
9.3 Principle of Virtual Work 346
9.4 Method of Virtual Work: Trusses 348
9.5 Castigliano’s Theorem 355
9.6 Castigliano’s Theorem for Trusses 356
9.7 Method of Virtual Work: Beams
and Frames 364
9.8 Virtual Strain Energy Caused by Axial Load,
Shear, Torsion, and Temperature 375
9.9 Castigliano’s Theorem for Beams
and Frames 381
Problems 388
Chapter Review 392
8
Deflections 299
8.1 Deflection Diagrams and the Elastic
Curve 299
8.2 Elastic-Beam Theory 305
8.3 The Double Integration Method 307
8.4 Moment-Area Theorems 316
8.5 Conjugate-Beam Method 326
Problems 335
Chapter Review 338
6
Influence Lines for
Statically Determinate
Structures 205
6.1 Influence Lines 205
6.2 Influence Lines for Beams 213
6.3 Qualitative Influence Lines 216
6.4 Influence Lines for Floor Girders 228
6.5 Influence Lines for Trusses 232
6.6 Maximum Influence at a Point due to a
Series of Concentrated Loads 240
6.7 Absolute Maximum Shear and
Moment 250
Problems 255
Chapter Review 260CONTENTS XVII
10
Analysis of Statically
Indeterminate Structures
by the Force Method 395
10.1 Statically Indeterminate Structures 395
10.2 Force Method of Analysis: General
Procedure 398
10.3 Maxwell’s Theorem of Reciprocal
Displacements; Betti’s Law 402
10.4 Force Method of Analysis: Beams 403
10.5 Force Method of Analysis: Frames 411
10.6 Force Method of Analysis: Trusses 422
10.7 Composite Structures 425
10.8 Additional Remarks on the Force Method
of Analysis 428
10.9 Symmetric Structures 429
10.10 Influence Lines for Statically Indeterminate
Beams 435
10.11 Qualitative Influence Lines for Frames 439
Problems 446
Chapter Review 448
11
Displacement Method of
Analysis: Slope-Deflection
Equations 451
11.1 Displacement Method of Analysis:
General Procedures 451
11.2 Slope-Deflection Equations 453
11.3 Analysis of Beams 459
11.4 Analysis of Frames: No Sidesway 469
11.5 Analysis of Frames: Sidesway 474
Problems 482
Chapter Review 485
12
Displacement Method
of Analysis: Moment
Distribution 487
12.1 General Principles and
Definitions 487
12.2 Moment Distribution for
Beams 491
12.3 Stiffness-Factor Modifications 500
12.4 Moment Distribution for Frames:
No Sidesway 508
12.5 Moment Distribution for Frames:
Sidesway 510
Problems 518
Chapter Review 521
13
Beams and Frames
Having Nonprismatic
Members 523
13.1 Loading Properties of Nonprismatic
Members 523
13.2 Moment Distribution for Structures Having
Nonprismatic Members 528
13.3 Slope-Deflection Equations for
Nonprismatic Members 534
Problems 536
Chapter Review 537
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