Preface |
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vii | |
Guided Tour |
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xii | |
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xiv | |
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1 Introduction---Concept of Stress |
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3 | (54) |
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1.1 Review of The Methods of Statics |
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4 | (3) |
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1.2 Stresses in the Members of a Structure |
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7 | (20) |
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1.3 Stress on an Oblique Plane Under Axial Loading |
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27 | (1) |
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1.4 Stress Under General Loading Conditions; Components of Stress |
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28 | (3) |
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1.5 Design Considerations |
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31 | (26) |
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45 | (12) |
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2 Stress and Strain---Axial Loading |
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57 | (92) |
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2.1 An Introduction to Stress and Strain |
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59 | (21) |
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2.2 Statically Indeterminate Problems |
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80 | (4) |
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2.3 Problems Involving Temperature Changes |
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84 | (12) |
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96 | (1) |
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2.5 Multiaxial Loading: Generalized Hooke's Law |
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97 | (2) |
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*2.6 Dilatation and Bulk Modulus |
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99 | (2) |
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101 | (3) |
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2.8 Deformations Under Axial Loading---Relation Between E, v, and G |
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104 | (2) |
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*2.9 Stress-Strain Relationships for Fiber-Reinforced Composite Materials |
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106 | (11) |
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2.10 Stress and Strain Distribution Under Axial Loading: Saint-Venant's Principle |
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117 | (2) |
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2.11 Stress Concentrations |
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119 | (2) |
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2.12 Plastic Deformations |
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121 | (3) |
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124 | (25) |
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135 | (14) |
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149 | (88) |
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3.1 Circular Shafts in Torsion |
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152 | (16) |
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3.2 Angle of Twist in the Elastic Range |
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168 | (3) |
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3.3 Statically Indeterminate Shafts |
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171 | (15) |
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3.4 Design of Transmission Shafts |
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186 | (2) |
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3.5 Stress Concentrations in Circular Shafts |
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188 | (8) |
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*3.6 Plastic Deformations in Circular Shafts |
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196 | (1) |
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*3.7 Circular Shafts Made of an Elastoplastic Material |
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197 | (3) |
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*3.8 Residual Stresses in Circular Shafts |
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200 | (10) |
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*3.9 Torsion of Noncircular Members |
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210 | (2) |
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*3.10 Thin-Walled Hollow Shafts |
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212 | (25) |
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224 | (13) |
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237 | (110) |
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4.1 Symmetric Members in Pure Bending |
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240 | (4) |
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4.2 Stresses and Deformations in the Elastic Range |
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244 | (4) |
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4.3 Deformations in a Transverse Cross Section |
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248 | (11) |
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4.4 Members Made of Composite Materials |
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259 | (4) |
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4.5 Stress Concentrations |
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263 | (10) |
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*4.6 Plastic Deformations |
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273 | (18) |
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4.7 Eccentric Axial Loading in a Plane of Symmetry |
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291 | (12) |
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4.8 Unsymmetric Bending Analysis |
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303 | (5) |
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4.9 General Case of Eccentric Axial Loading Analysis |
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308 | (12) |
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320 | (27) |
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335 | (12) |
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5 Analysis and Design of Beams for Bending |
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347 | (70) |
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5.1 Shear and Bending-Moment Diagrams |
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350 | (12) |
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5.2 Relationships Between Load, Shear, and Bending Moment |
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362 | (11) |
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5.3 Design of Prismatic Beams for Bending |
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373 | (12) |
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*5.4 Singularity Functions Used to Determine Shear and Bending Moment |
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385 | (13) |
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398 | (19) |
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408 | (9) |
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6 Shearing Stresses in Beams and Thin-Walled Members |
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417 | (140) |
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6.1 Horizontal Shearing Stress in Beams |
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420 | (6) |
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*6.2 Distribution of Stresses in a Narrow Rectangular Beam |
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426 | (11) |
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6.3 Longitudinal Shear on a Beam Element of Arbitrary Shape |
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437 | (2) |
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6.4 Shearing Stresses in Thin-Walled Members |
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439 | (2) |
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*6.5 Plastic Deformations |
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441 | (13) |
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*6.6 Unsymmetric Loading of Thin-Walled Members and Shear Center |
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454 | (23) |
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467 | (10) |
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*7 Transformations of Stress and Strain |
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477 | (3) |
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7.1 Transformation of Plane Stress |
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480 | (12) |
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7.2 Mohr's Circle for Plane Stress |
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492 | (11) |
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7.3 General State of Stress |
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503 | (1) |
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7.4 Three-Dimensional Analysis of Stress |
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504 | (3) |
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507 | (13) |
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7.6 Stresses in Thin-Walled Pressure Vessels |
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520 | (9) |
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*7.7 Transformation of Plane Strain |
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529 | (5) |
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*7.8 Three-Dimensional Analysis of Strain |
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534 | (4) |
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*7.9 Measurements of Strain; Strain Rosette |
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538 | (19) |
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546 | (11) |
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8 Principal Stresses Under a Given Loading |
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557 | (42) |
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8.1 Principal Stresses in a Beam |
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559 | (3) |
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8.2 Design of Transmission Shafts |
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562 | (13) |
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8.3 Stresses Under Combined Loads |
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575 | (24) |
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591 | (8) |
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599 | (92) |
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9.1 Deformation Under Transverse Loading |
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602 | (9) |
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9.2 Statically Indeterminate Beams |
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611 | (12) |
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*9.3 Singularity Functions to Determine Slope and Deflection |
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623 | (12) |
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9.4 Method of Superposition |
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635 | (14) |
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*9.5 Moment-Area Theorems |
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649 | (15) |
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*9.6 Moment-Area Theorems Applied to Beams with Unsymmetric Loadings |
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664 | (27) |
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679 | (12) |
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691 | (68) |
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10.1 Stability of Structures |
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692 | (17) |
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*10.2 Eccentric Loading and the Secant Formula |
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709 | (13) |
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722 | (17) |
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10.4 Eccentric Load Design |
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739 | (20) |
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750 | (9) |
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759 | (1) |
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760 | (3) |
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11.2 Elastic Strain Energy |
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763 | (7) |
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11.3 Strain Energy for a General State of Stress |
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770 | (14) |
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784 | (4) |
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788 | (14) |
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*11.6 Work and Energy Under Multiple Loads |
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802 | (2) |
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*11.7 Castigliano's Theorem |
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804 | (2) |
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*11.8 Deflections by Castigliano's Theorem |
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806 | (4) |
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*11.9 Statically Indeterminate Structures |
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810 | (13) |
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823 | |
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1 | (1) |
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A Principal Units Used in Mechanics |
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2 | (2) |
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B Centroids and Moments of Areas |
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4 | (11) |
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C Centroids and Moments of Inertia of Common Geometric Shapes |
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15 | (2) |
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D Typical Properties of Selected Materials Used in Engineering |
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17 | (4) |
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E Properties of Rolled-Steel Shapes |
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21 | (12) |
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F Beam Deflections and Slopes |
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33 | (1) |
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G Fundamentals of Engineering Examination |
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34 | |
Answers to Problems |
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1 | (1) |
Index |
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1 | |