Preface |
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xvi | |
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1 | (14) |
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2 | (1) |
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1.2 Fundamental Concepts and Principles |
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3 | (3) |
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6 | (4) |
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1.4 Converting Between Two Systems of Units |
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10 | (2) |
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1.5 Method of Solving Problems |
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12 | (2) |
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14 | (1) |
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15 | (61) |
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16 | (1) |
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2.1 Addition of Planar Forces |
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16 | (12) |
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2.2 Adding Forces by Components |
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28 | (9) |
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2.3 Forces and Equilibrium in a Plane |
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37 | (11) |
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2.4 Adding Forces in Space |
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48 | (12) |
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2.5 Forces and Equilibrium in Space |
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60 | (16) |
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69 | (4) |
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73 | (3) |
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3 Rigid Bodies: Equivalent Systems of Forces |
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76 | (73) |
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77 | (1) |
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78 | (19) |
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3.2 Moment of a Force about an Axis |
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97 | (13) |
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3.3 Couples and Force-Couple Systems |
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110 | (14) |
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3.4 Simplifying Systems of Forces |
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124 | (25) |
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141 | (5) |
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146 | (3) |
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4 Equilibrium of Rigid Bodies |
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149 | (65) |
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150 | (2) |
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4.1 Equilibrium in Two Dimensions |
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152 | (17) |
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169 | (7) |
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4.3 Equilibrium in Three Dimensions |
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176 | (15) |
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191 | (23) |
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206 | (4) |
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210 | (4) |
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5 Distributed Forces: Centroids and Centers of Gravity |
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214 | (47) |
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215 | (1) |
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5.1 Planar Centers of Gravity and Centroids |
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216 | (15) |
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5.2 Further Considerations of Centroids |
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231 | (11) |
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5.3 Distributed Loads on Beams |
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242 | (3) |
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5.4 Centers of Gravity and Centroids of Volumes |
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245 | (16) |
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256 | (3) |
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259 | (2) |
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261 | (52) |
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262 | (1) |
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263 | (12) |
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275 | (11) |
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286 | (12) |
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298 | (15) |
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307 | (3) |
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310 | (3) |
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7 Distributed Forces: Moments of Inertia |
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313 | (24) |
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314 | (1) |
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7.1 Moments of Inertia of Areas |
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314 | (9) |
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7.2 Parallel-Axis Theorem and Composite Areas |
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323 | (14) |
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333 | (2) |
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335 | (2) |
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337 | (46) |
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338 | (1) |
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8.1 Stresses in the Members of a Structure |
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338 | (21) |
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8.2 Stress on an Oblique Plane Under Axial Loading |
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359 | (1) |
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8.3 Stress Under General Loading Conditions; Components of Stress |
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360 | (3) |
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8.4 Design Considerations |
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363 | (20) |
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376 | (3) |
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379 | (4) |
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9 Stress and Strain--Axial Loading |
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383 | (68) |
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384 | (1) |
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9.1 Basic Principles of Stress and Strain |
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385 | (21) |
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9.2 Statically Indeterminate Problems |
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406 | (4) |
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9.3 Problems Involving Temperature Changes |
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410 | (12) |
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422 | (1) |
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9.5 Multiaxial Loading: Generalized Hooke's Law |
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423 | (2) |
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425 | (3) |
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9.7 Deformations Under Axial Loading---Relation Between E, v, and G |
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428 | (8) |
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9.8 Stress and Strain Distribution Under Axial Loading: Saint-Venant's Principle |
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436 | (2) |
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9.9 Stress Concentrations |
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438 | (13) |
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Review and Summary 442 Review Problems |
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448 | (3) |
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451 | (40) |
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452 | (2) |
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10.1 Circular Shafts in Torsion |
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454 | (15) |
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10.2 Angle of Twist in the Elastic Range |
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469 | (3) |
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10.3 Statically Indeterminate Shafts |
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472 | (19) |
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485 | (3) |
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488 | (3) |
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491 | (60) |
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492 | (2) |
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11.1 Symmetric Members in Pure Bending |
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494 | (4) |
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11.2 Stresses and Deformations in the Elastic Range |
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498 | (13) |
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11.3 Members Made of Composite Materials |
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511 | (11) |
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11.4 Eccentric Axial Loading in a Plane of Symmetry |
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522 | (10) |
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11.5 Unsymmetric Bending Analysis |
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532 | (5) |
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11.6 General Case of Eccentric Axial Loading Analysis |
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537 | (14) |
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545 | (3) |
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548 | (3) |
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12 Analysis and Design of Beams for Bending |
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551 | (40) |
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552 | (2) |
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12.1 Shear and Bending-Moment Diagrams |
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554 | (12) |
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12.2 Relationships between Load, Shear, and Bending Moment |
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566 | (11) |
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12.3 Design of Prismatic Beams for Bending |
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577 | (14) |
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587 | (2) |
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589 | (2) |
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13 Shearing Stresses in Beams and Thin-Walled Members |
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591 | (34) |
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592 | |
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13.1 Horizontal Shearing Stress in Beams |
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554 | (54) |
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13.2 Longitudinal Shear on a Beam Element of Arbitrary Shape |
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608 | (2) |
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13.3 Shearing Stresses in Thin-Walled Members |
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610 | (15) |
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620 | (3) |
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623 | (2) |
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14 Transformations of Stress |
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625 | (38) |
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626 | (2) |
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14.1 Transformation of Plane Stress |
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628 | (12) |
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14.2 Mohr's Circle for Plane Stress |
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640 | (10) |
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14.3 Stresses in Thin-Walled Pressure Vessels |
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650 | (13) |
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658 | (3) |
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661 | (2) |
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663 | (42) |
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664 | (2) |
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15.1 Deformation Under Transverse Loading |
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666 | (9) |
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15.2 Statically Indeterminate Beams |
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675 | (12) |
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15.3 Method of Superposition |
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687 | (18) |
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699 | (3) |
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702 | (3) |
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705 | |
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706 | (1) |
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16.1 Stability of Structures |
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706 | (16) |
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722 | |
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738 | (2) |
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740 | |
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1 | (1) |
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A Typical Properties of Selected Materials Used in Engineering |
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2 | (4) |
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B Properties of Rolled-Steel Shapes |
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6 | (12) |
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C Beam Deflections and Slopes |
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18 | |
Index |
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1 | (1) |
Answers to Problems |
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1 | |