Preface |
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xiii | |
Symbols |
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xvii | |
Greek Alphabet |
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xx | |
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Tension, Compression, and Shear |
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1 | (66) |
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Introduction to Mechanics of Materials |
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1 | (2) |
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3 | (7) |
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Mechanical Properties of Materials |
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10 | (10) |
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Elasticity, Plasticity, and Creep |
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20 | (3) |
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Linear Elasticity, Hooke's Law, and Poisson's Ratio |
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23 | (5) |
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28 | (11) |
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Allowable Stresses and Allowable Loads |
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39 | (5) |
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Design for Axial Loads and Direct Shear |
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44 | (23) |
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49 | (18) |
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67 | (118) |
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67 | (1) |
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Changes in Lengths of Axially Loaded Members |
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68 | (9) |
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Changes in Lengths Under Nonuniform Conditions |
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77 | (7) |
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Statically Indeterminate Structures |
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84 | (9) |
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Thermal Effects, Misfits, and Prestrains |
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93 | (12) |
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Stresses on Inclined Sections |
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105 | (11) |
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116 | (12) |
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128 | (8) |
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Repeated Loading and Fatigue |
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136 | (2) |
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138 | (6) |
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144 | (5) |
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149 | (36) |
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155 | (30) |
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185 | (79) |
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185 | (1) |
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Torsional Deformations of a Circular Bar |
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186 | (3) |
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Circular Bars of Linearly Elastic Materials |
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189 | (13) |
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202 | (7) |
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Stresses and Strains in Pure Shear |
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209 | (7) |
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Relationship Between Moduli of Elasticity E and G |
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216 | (1) |
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Transmission of Power by Circular Shfts |
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217 | (5) |
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Statically indeterminate Torsional Members |
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222 | (4) |
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Strain Energy in Torsion and Pure Shear |
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226 | (8) |
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234 | (9) |
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Stress Concentrations in Torsion |
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243 | (21) |
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245 | (19) |
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Shear Forces and Bending Moments |
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264 | (36) |
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264 | (1) |
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Types of Beams, Loads, and Reactions |
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264 | (5) |
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Shear Forces and Bending Moments |
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269 | (7) |
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Relationships Between Loads, Shear Forces, and Bending Moments |
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276 | (5) |
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Shear-Force and Bending-Moment Diagrams |
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281 | (19) |
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292 | (8) |
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Stresses in Beams (Basic Topics) |
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300 | (93) |
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300 | (1) |
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Pure Bending and Nonuniform Bending |
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301 | (1) |
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302 | (2) |
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Longitudinal Strains in Beams |
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304 | (5) |
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Normal Stresses in Beams (Linearly Elastic Materials) |
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309 | (12) |
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Design of Beams for Bending Stresses |
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321 | (9) |
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330 | (4) |
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Shear Stresses in Beams of Rectangular Cross Section |
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334 | (9) |
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Shear Stresses in Beams of Circular Cross Section |
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343 | (3) |
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Shear Stresses in the Webs of Beams with Flanges |
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346 | (8) |
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Built-Up Beams and Shear Flow |
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354 | (4) |
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358 | (6) |
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Stress Concentrations in Bending |
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364 | (29) |
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366 | (27) |
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Stresses in Beams (Advanced Topics) |
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393 | (71) |
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393 | (1) |
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393 | (10) |
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Transformed-Section Method |
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403 | (6) |
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Doubly Symmetric Beams with Inclined Loads |
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409 | (7) |
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Bending of Unsymmetric Beams |
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416 | (5) |
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421 | (3) |
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Shear Stresses in Beams of Thin-Walled Open Cross Sections |
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424 | (3) |
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Shear Stresses in Wide-Flange Beams |
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427 | (4) |
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Shear Centers of Thin-Walled Open Sections |
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431 | (9) |
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440 | (24) |
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450 | (14) |
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Analysis of Stress and Strain |
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464 | (77) |
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464 | (1) |
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465 | (9) |
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Principal Stresses and Maximum Shear Stresses |
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474 | (9) |
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Mohr's Circle for Plane Stress |
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483 | (17) |
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Hooke's Law for Plane Stress |
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500 | (5) |
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505 | (5) |
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510 | (31) |
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525 | (16) |
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Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings) |
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541 | (53) |
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541 | (1) |
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Spherical Pressure Vessels |
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541 | (7) |
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Cylindrical Pressure Vessels |
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548 | (8) |
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Maximum Stresses in Beams |
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556 | (10) |
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566 | (28) |
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583 | (11) |
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594 | (113) |
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594 | (1) |
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Differential Equations of the Deflection Curve |
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594 | (6) |
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Deflections by Integration of the Bending-Moment Equation |
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600 | (11) |
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Deflections by Integration of the Shear-Force and Load Equations |
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611 | (6) |
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617 | (9) |
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626 | (10) |
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636 | (5) |
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641 | (6) |
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647 | (12) |
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Deflections Produced by Impact |
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659 | (2) |
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661 | (12) |
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Use of Discontinuity Functions in Determining Beam Deflections |
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673 | (12) |
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685 | (22) |
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687 | (20) |
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Statically Indeterminate Beams |
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707 | (41) |
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707 | (1) |
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Types of Statically Indeterminate Beams |
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708 | (3) |
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Analysis by the Differential Equations of the Deflection Curve |
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711 | (7) |
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718 | (13) |
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731 | (3) |
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Longitudinal Displacements at the Ends of a Beam |
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734 | (14) |
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738 | (10) |
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748 | (80) |
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748 | (1) |
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749 | (3) |
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752 | (13) |
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Columns with Other Support Conditions |
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765 | (11) |
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Columns with Eccentric Axial Loads |
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776 | (5) |
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The Secant Formula for Columns |
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781 | (6) |
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Elastic and Inelastic Column Behavior |
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787 | (2) |
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789 | (6) |
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Design Formulas for Columns |
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795 | (33) |
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813 | (15) |
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Review of Centroids and Moments of Inertia |
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828 | (31) |
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828 | (1) |
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829 | (3) |
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Centroids of Composite Areas |
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832 | (3) |
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Moments of Inertia of Plane Areas |
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835 | (3) |
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Parallel-Axis Theorem for Moments of Inertia |
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838 | (3) |
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841 | (2) |
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843 | (3) |
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846 | (2) |
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Principal Axes and Principal Moments of Inertia |
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848 | (11) |
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852 | (7) |
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References and Historical Notes |
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859 | (8) |
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Appendix A Systems of Units and Conversion Factors |
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867 | (14) |
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867 | (1) |
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868 | (7) |
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875 | (2) |
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877 | (1) |
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A.5 Conversions Between Units |
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878 | (3) |
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Appendix B Problem Solving |
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881 | (6) |
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881 | (1) |
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B.2 Steps in Solving Problems |
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882 | (1) |
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B.3 Dimensional Homogeneity |
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883 | (1) |
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884 | (2) |
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886 | (1) |
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Appendix C Mathematical Formulas |
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887 | (4) |
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Appendix D Properties of Plane Areas |
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891 | (6) |
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Appendix E Properties of Structural-Steel Shapes |
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897 | (6) |
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Appendix F Properties of Structural Lumber |
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903 | (2) |
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Appendix G Deflections and Slopes of Beams |
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905 | (6) |
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Appendix H Properties of Materials |
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911 | (6) |
Answers to Problems |
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917 | (16) |
Name Index |
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933 | (2) |
Subject Index |
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935 | |