About the Authors |
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ix | |
Preface |
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xi | |
Preface to the SI Edition |
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xviii | |
Digital Resources |
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xix | |
Symbols |
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xxii | |
Greek Alphabet |
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xxv | |
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1 Tension, Compression, and Shear |
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1 | (122) |
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1.1 Introduction to Mechanics of Materials |
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2 | (1) |
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1.2 Problem-Solving Approach |
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2 | (1) |
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3 | (19) |
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1.4 Normal Stress and Strain |
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22 | (9) |
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1.5 Mechanical Properties of Materials |
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31 | (7) |
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1.6 Elasticity, Plasticity, and Creep |
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38 | (6) |
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1.7 Linear Elasticity, Hooke's Law, and Poisson's Ratio |
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44 | (6) |
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1.8 Shear Stress and Strain |
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50 | (13) |
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1.9 Allowable Stresses and Allowable Loads |
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63 | (7) |
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1.10 Design For Axial Loads and Direct Shear |
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70 | (53) |
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Chapter Summary and Review |
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74 | (3) |
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77 | (42) |
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Some Additional Review Problems |
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119 | (4) |
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123 | (158) |
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124 | (1) |
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2.2 Changes in Lengths of Axially Loaded Members |
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124 | (8) |
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2.3 Changes in Lengths under Nonuniform Conditions |
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132 | (14) |
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2.4 Statically Indeterminate Structures |
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146 | (13) |
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2.5 Thermal Effects, Misfits, and Prestrains |
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159 | (19) |
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2.6 Stresses on Inclined Sections |
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178 | (12) |
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190 | (11) |
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201 | (8) |
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2.9 Repeated Loading and Fatigue |
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209 | (2) |
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2.10 Stress Concentrations |
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211 | (7) |
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218 | (4) |
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2.12 Elastoplastic Analysis |
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222 | (59) |
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Chapter Summary and Review |
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229 | (2) |
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231 | (45) |
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Some Additional Review Problems |
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276 | (5) |
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281 | (108) |
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282 | (1) |
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3.2 Torsional Deformations of a Circular Bar |
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282 | (3) |
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3.3 Circular Bars of Linearly Elastic Materials |
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285 | (13) |
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298 | (12) |
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3.5 Stresses and Strains in Pure Shear |
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310 | (7) |
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3.6 Relationship Between Moduli of Elasticity E and G |
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317 | (2) |
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3.7 Transmission of Power by Circular Shafts |
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319 | (4) |
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3.8 Statically Indeterminate Torsional Members |
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323 | (4) |
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3.9 Strain Energy in Torsion and Pure Shear |
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327 | (7) |
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3.10 Torsion of Noncircular Prismatic Shafts |
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334 | (10) |
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344 | (8) |
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3.12 Stress Concentrations in Torsion |
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352 | (37) |
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Chapter Summary and Review |
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357 | (3) |
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360 | (25) |
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Some Additional Review Problems |
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385 | (4) |
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4 Shear Forces and Bending Moments |
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389 | (70) |
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390 | (1) |
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4.2 Types of Beams, Loads, and Reactions |
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390 | (10) |
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4.3 Shear Forces and Bending Moments |
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400 | (8) |
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4.4 Relationships Among Loads, Shear Forces, and Bending Moments |
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408 | (4) |
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4.5 Shear-Force and Bending-Moment Diagrams |
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412 | (47) |
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Chapter Summary and Review |
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439 | (2) |
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441 | (15) |
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Some Additional Review Problems |
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456 | (3) |
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5 Stresses in Beams (Basic Topics) |
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459 | (110) |
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460 | (1) |
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5.2 Pure Bending and Nonuniform Bending |
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460 | (1) |
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461 | (2) |
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5.4 Longitudinal Strains in Beams |
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463 | (4) |
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5.5 Normal Stresses in Beams (Linearly Elastic Materials) |
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467 | (13) |
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5.6 Design of Beams for Bending Stresses |
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480 | (10) |
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490 | (4) |
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5.8 Shear Stresses in Beams of Rectangular Cross Section |
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494 | (8) |
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5.9 Shear Stresses in Beams of Circular Cross Section |
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502 | (3) |
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5.10 Shear Stresses in the Webs of Beams with Flanges |
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505 | (7) |
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5.11 Built-Up Beams and Shear Flow |
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512 | (4) |
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5.12 Beams with Axial Loads |
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516 | (7) |
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5.13 Stress Concentrations in Bending |
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523 | (46) |
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Chapter Summary and Review |
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528 | (4) |
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532 | (34) |
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Some Additional Review Problems |
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566 | (3) |
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6 Stresses in Beams (Advanced Topics) |
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569 | (88) |
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570 | (1) |
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570 | (9) |
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6.3 Transformed-Section Method |
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579 | (8) |
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6.4 Doubly Symmetric Beams with Inclined Loads |
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587 | (7) |
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6.5 Bending of Unsymmetric Beams |
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594 | (11) |
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6.6 The Shear-Center Concept |
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605 | (1) |
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6.7 Shear Stresses in Beams of Thin-Walled Open Cross Sections |
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606 | (3) |
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6.8 Shear Stresses in Wide-Flange Beams |
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609 | (4) |
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6.9 Shear Centers of Thin-Walled Open Sections |
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613 | (8) |
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6.10 Elastoplastic Bending |
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621 | (36) |
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Chapter Summary and Review |
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630 | (2) |
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632 | (22) |
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Some Additional Review Problems |
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654 | (3) |
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7 Analysis of Stress and Strain |
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657 | (82) |
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658 | (1) |
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658 | (8) |
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7.3 Principal Stresses and Maximum Shear Stresses |
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666 | (8) |
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7.4 Mohr's Circle for Plane Stress |
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674 | (13) |
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7.5 Hooke's Law for Plane Stress |
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687 | (6) |
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693 | (4) |
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697 | (42) |
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Chapter Summary and Review |
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712 | (3) |
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715 | (22) |
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Some Additional Review Problems |
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737 | (2) |
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8 Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings) |
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739 | (72) |
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740 | (1) |
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8.2 Spherical Pressure Vessels |
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740 | (6) |
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8.3 Cylindrical Pressure Vessels |
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746 | (7) |
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8.4 Maximum Stresses in Beams |
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753 | (8) |
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761 | (50) |
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Chapter Summary and Review |
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786 | (2) |
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788 | (19) |
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Some Additional Review Problems |
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807 | (4) |
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811 | (98) |
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812 | (1) |
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9.2 Differential Equations of the Deflection Curve |
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812 | (5) |
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9.3 Deflections by Integration of the Bending-Moment Equation |
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817 | (11) |
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9.4 Deflections by Integration of the Shear-Force and Load Equations |
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828 | (5) |
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9.5 Method of Superposition |
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833 | (9) |
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842 | (8) |
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850 | (5) |
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9.8 Strain Energy of Bending |
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855 | (5) |
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9.9 Castigliano's Theorem |
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860 | (12) |
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9.10 Deflections Produced by Impact |
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872 | (2) |
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874 | (35) |
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Chapter Summary and Review |
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878 | (2) |
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880 | (26) |
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Some Additional Review Problems |
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906 | (3) |
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10 Statically Indeterminate Beams |
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909 | (54) |
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910 | (1) |
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10.2 Types of Statically Indeterminate Beams |
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910 | (3) |
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10.3 Analysis by the Differential Equations of the Deflection Curve |
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913 | (6) |
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10.4 Method of Superposition |
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919 | (14) |
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933 | (7) |
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10.6 Longitudinal Displacements at the Ends of a Beam |
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940 | (23) |
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Chapter Summary and Review |
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943 | (2) |
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945 | (13) |
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Some Additional Review Problems |
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958 | (5) |
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963 | (70) |
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964 | (1) |
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11.2 Buckling and Stability |
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964 | (8) |
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11.3 Columns with Pinned Ends |
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972 | (9) |
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11.4 Columns with Other Support Conditions |
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981 | (9) |
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11.5 Columns with Eccentric Axial Loads |
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990 | (5) |
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11.6 The Secant Formula for Columns |
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995 | (5) |
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11.7 Elastic and Inelastic Column Behavior |
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1000 | (2) |
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1002 | (31) |
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Chapter Summary and Review |
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1008 | (3) |
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1011 | (18) |
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Some Additional Review Problems |
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1029 | (4) |
References and Historical Notes |
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1033 | (9) |
Appendix A: Systems of Units |
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1042 | (8) |
Appendix B: Problem Solving |
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1050 | (8) |
Appendix C: Mathematical Formulas |
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1058 | (5) |
Appendix D: Review of Centroids and Moments of Inertia |
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1063 | (26) |
Appendix E: Properties of Plane Areas |
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1089 | (6) |
Appendix F: Properties of Structural-Steel Shapes |
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1095 | (6) |
Appendix G: Properties of Structural Timber |
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1101 | (1) |
Appendix H: Deflections and Slopes of Beams |
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1102 | (6) |
Appendix I: Properties of Materials |
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1108 | (5) |
Answers to Problems |
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1113 | (37) |
Index |
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1150 | |