Cover image for Statics and strength of materials
Title:
Statics and strength of materials
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Edition:
6th ed.
Publication Information:
Upper Saddle River, NJ : Pearson/Prentice Hall, 2007
ISBN:
9780131719774

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30000010126941 TA405 M67 2007 Open Access Book Book
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Summary

Summary

Known for its wide range of topics and problems,Statics & Strength of Materials, Sixth Editiondiscusses statics and strength of materials using a clear, straightforward style. Offering a flexible approach, it does not require calculus, but includes calculus sections. Nearly 1,000 problems and 200 worked examples are provided to address a variety of users;Application Sidebarsshow the direct connection between theory and practice. This new edition includes more information on engineered wood products, procedures for material testing, and updated tables, examples and problems.Wide range of material - Includes very basic material to more advanced concepts and methods. Introduces both the international system of units (SI) and the US customary system of units and applies them equally in the problems and examples. More than 200 worked examples - Use cases that are relevant and realistic and illustrate the principles involved. Provides a model for solving similar problems. Can serve as a reference for materials testing, machine design, and structural design.


Table of Contents

Application Sidebarsp. xiii
List of Symbolsp. xiv
Chapter 1 Basic Conceptsp. 1
1.1 Introductionp. 1
1.2 Fundamental Quantities: Unitsp. 2
1.3 SI Style and Usagep. 3
1.4 Conversion of Unitsp. 4
1.5 Numerical Computationsp. 5
1.6 Trigonometric Functionsp. 8
1.7 Trigonometric Formulasp. 17
1.8 Linear Equations and Determinantsp. 24
Chapter 2 Resultant of Concurrent Forces in a Planep. 41
2.1 Introductionp. 41
2.2 Graphical Representation of Forces: Vectorsp. 42
2.3 Resultant of Two Concurrent Forces: Vectorsp. 42
2.4 Resultant of Three or More Concurrent Forcesp. 49
2.5 Components of a Force Vectorp. 52
2.6 Resultant of Concurrent Forces by Rectangular Componentsp. 57
2.7 Difference of Two Forces: Vector Differencesp. 62
Chapter 3 Equilibrium of Concurrent Forces in a Planep. 66
3.1 Conditions for Equilibriump. 66
3.2 Action and Reactionp. 67
3.3 Space Diagram, Free-Body Diagramp. 68
3.4 Construction of a Free-Body Diagramp. 68
3.5 Three Concurrent Forces in Equilibriump. 77
3.6 Four or More Forces in Equilibriump. 85
3.7 Equilibrium by Rectangular Component Methodp. 87
Chapter 4 Resultant of Nonconcurrent Forces in a Planep. 96
4.1 Introductionp. 96
4.2 Transmissibilityp. 97
4.3 Moment of a Forcep. 97
4.4 Theorem of Momentsp. 100
4.5 Resultant of Parallel Forcesp. 107
4.6 Resultant of Nonparallel Forcesp. 110
4.7 Moment of a Couplep. 114
4.8 Resolution of a Force into a Force and Couplep. 116
4.9 Resultant of Distributed Loadingp. 120
Chapter 5 Equilibrium of a Rigid Bodyp. 124
5.1 Introductionp. 124
5.2 Support Conditions for Bodies in a Planep. 125
5.3 Construction of Free-Body Diagramsp. 127
5.4 Equations for Equilibrium of a Rigid Bodyp. 130
5.5 Equilibrium of a Two-Force Bodyp. 145
5.6 Equilibrium of a Three-Force Bodyp. 145
5.7 Statical Determinacy and Constraint of a Rigid Bodyp. 149
Chapter 6 Force Analysis of Structures and Machinesp. 154
6.1 Introductionp. 154
6.2 Simple Plane Trussesp. 155
6.3 Members Under Special Loadingp. 160
6.4 Method of Jointsp. 160
6.5 Graphical Method of Jointsp. 175
6.6 Method of Sectionsp. 175
6.7 Frames and Machinesp. 182
Chapter 7 Forces in Spacep. 201
7.1 Introductionp. 201
7.2 Components of a Force in Spacep. 202
7.3 Resultant of Concurrent Forces in Spacep. 205
7.4 Equilibrium of a Concurrent Force System in Spacep. 209
7.5 Moment of a Force About an Axisp. 218
7.6 Resultant of Parallel Forces in Spacep. 219
7.7 Support Conditions for Bodies in Spacep. 221
7.8 Equilibrium of a Rigid Body in Spacep. 223
Chapter 8 Frictionp. 234
8.1 Introductionp. 234
8.2 Dry or Coulomb Frictionp. 235
8.3 Angle of Frictionp. 238
8.4 Wedgesp. 245
8.5 Square-Threaded Screws: Screw Jacksp. 246
8.6 Axle Friction: Journal Bearingsp. 251
8.7 Special Applicationsp. 254
8.8 Rolling Resistancep. 258
Chapter 9 Center of Gravity, Centroids, and Moments of Inertia of Areasp. 263
9.1 Introductionp. 263
9.2 Center of Gravityp. 264
9.3 Centroid of a Plane Areap. 265
9.4 Centroids by Inspectionp. 268
9.5 Centroids of Composite Areasp. 269
9.6 Centroids of Structural Cross Sectionsp. 274
9.7 Moment of Inertia of a Plane Areap. 286
9.8 Parallel-Axis Theoremp. 290
9.9 Moment of Inertia of Composite Areasp. 291
9.10 Polar Moment of Inertiap. 307
9.11 Radius of Gyrationp. 308
9.12 Determination of Centroids by Integrationp. 309
9.13 Determination of Moments of Inertia by Integrationp. 314
Chapter 10 Internal Reactions: Stress for Axial Loadsp. 319
10.1 Introductionp. 319
10.2 Internal Reactionsp. 323
10.3 Stressp. 329
10.4 Stress in an Axially Loaded Memberp. 331
10.5 Average Shear Stressp. 336
10.6 Bearing Stressp. 337
10.7 Problems Involving Normal, Shear, and Bearing Stressp. 343
10.8 Allowable Stress, Factor of Safetyp. 351
10.9 Further Analysis of Axial Loads: Stresses on Oblique Sectionsp. 358
Chapter 11 Strain for Axial Loads: Hooke's Lawp. 364
11.1 Axial Strainp. 365
11.2 Tension Test and Stress-Strain Diagramp. 366
11.3 Hooke's Lawp. 372
11.4 Axially Loaded Membersp. 376
11.5 Statically Indeterminate Axially Loaded Membersp. 381
11.6 Poisson's Ratiop. 388
11.7 Thermal Deformation: Thermally Induced Stressp. 389
11.8 Additional Mechanical Properties of Materialsp. 393
11.9 Strain and Stress Distributions: Saint-Venant's Principlep. 396
11.10 Stress Concentrationsp. 398
11.11 Repeated Loading, Fatiguep. 402
Chapter 12 Shear Stresses and Strains: Torsionp. 405
12.1 Introductionp. 405
12.2 Shearing Stress on Planes at Right Anglesp. 406
12.3 Shearing Strainsp. 406
12.4 Hooke's Law for Shearp. 407
12.5 Torsion of a Circular Shaftp. 408
12.6 Further Comments on the Torsion of a Circular Shaftp. 412
12.7 Problems Involving Deformation and Stress in a Circular Shaftp. 414
12.8 Torsion Testp. 419
12.9 Power Transmissionp. 420
12.10 Flange Couplingsp. 427
Chapter 13 Shear Forces and Bending Moments in Beamsp. 435
13.1 Introductionp. 435
13.2 Types of Beamsp. 436
13.3 Beam Reactionsp. 437
13.4 Shear Forces and Bending Moments in Beamsp. 439
13.5 Shear-Force and Bending-Moment Diagramsp. 449
13.6 Relations Among Loads, Shear Forces, and Bending Momentsp. 453
Chapter 14 Bending and Shearing Stresses in Beamsp. 469
14.1 Introductionp. 469
14.2 Pure Bending of a Symmetric Beamp. 470
14.3 Deformation Geometry for a Symmetric Beam in Pure Bendingp. 472
14.4 Hooke's Law: Distribution of Bending Stressp. 473
14.5 Bending Stress Formula: Flexure Formulap. 474
14.6 Elastic Section Modulusp. 476
14.7 Problems Involving the Bending Stress Formulap. 476
14.8 Shearing Stress in Beamsp. 489
14.9 Horizontal Shearing Stress Formulap. 490
14.10 Shear Flow Formulap. 503
14.11 Design of Beams for Strengthp. 508
14.12 Residential Design Using Tabulated Valuesp. 524
Chapter 15 DEflection of Beams Due to Bendingp. 550
15.1 Introductionp. 550
15.2 Bending-Moment Diagram by Partsp. 551
15.3 Moment-Area Methodp. 560
15.4 Deflection of a Cantilever Beam by the Moment-Area Methodp. 565
15.5 Deflection of the Simply Supported Beam by the Moment-Area Methodp. 572
15.6 Superposition Methodp. 580
15.7 Beam Deflections Using Computer Softwarep. 589
15.8 Statically Indeterminate Beams by the Superposition Methodp. 597
15.9 Deflection of Beams by Integrationp. 604
15.10 Singularity Functionsp. 613
Chapter 16 Combined Stresses and Mohr's Circlep. 625
16.1 Introductionp. 625
16.2 Axial Forces and Bending Momentsp. 626
16.3 Unsymmetric Bendingp. 638
16.4 Eccentrically Loaded Membersp. 642
16.5 Plane Stressp. 645
16.6 Stress Components on an Oblique Planep. 645
16.7 Mohr's Circle for Plane Stressp. 647
16.8 Principal Stressesp. 651
16.9 Maximum Shear Stressp. 653
16.10 Axial Stressp. 655
16.11 Biaxial Stress: Thin-Walled Pressure Vesselp. 657
16.12 Pure Shearp. 662
16.13 Combined Stress Problemsp. 663
Chapter 17 Columnsp. 670
17.1 Introductionp. 670
17.2 Euler Column Formulap. 672
17.3 Effective Length of Columnsp. 674
17.4 Further Comments on the Euler Column Formulap. 675
17.5 Tangent Modulus Theoryp. 679
17.6 Empirical Column Formulas: Design Formulasp. 680
Chapter 18 Bolted, Riveted, and Welded Structural Connectionsp. 690
18.1 Introductionp. 690
18.2 Rivets and Boltsp. 691
18.3 Methods of Failure for Bolted Jointsp. 691
18.4 Axially Loaded Bolted and Riveted Connectionsp. 694
18.5 Shear Connections for Building Framesp. 700
18.6 Weldsp. 704
18.7 Axially Loaded Weldsp. 707
Appendixp. 713
Answers to Even-Numbered Problemsp. 751
Indexp. 761