Preface |
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xi | |
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PART A FUNDAMENTALS OF STRUCTURAL ANALYSIS |
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3 | (2) |
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Chapter 1 Basic elasticity |
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5 | (42) |
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5 | (2) |
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1.2 Notation for forces and stresses |
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7 | (2) |
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1.3 Equations of equilibrium |
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9 | (2) |
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11 | (1) |
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11 | (1) |
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1.6 Determination of stresses on inclined planes |
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12 | (3) |
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15 | (2) |
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1.8 Mohr's circle of stress |
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17 | (5) |
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22 | (3) |
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1.10 Compatibility equations |
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25 | (1) |
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26 | (1) |
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1.12 Determination of strains on inclined planes |
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27 | (2) |
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29 | (1) |
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1.14 Mohr's circle of strain |
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30 | (1) |
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1.15 Stress---strain relationships |
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30 | (7) |
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1.16 Experimental measurement of surface strains |
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37 | (10) |
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43 | (1) |
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43 | (4) |
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Chapter 2 Two-dimensional problems in elasticity |
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47 | (22) |
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2.1 Two-dimensional problems |
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47 | (2) |
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49 | (1) |
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2.3 Inverse and semi-inverse methods |
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50 | (6) |
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2.4 St. Venant's principle |
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56 | (1) |
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57 | (1) |
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2.6 Bending of an end-loaded cantilever |
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58 | (11) |
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63 | (1) |
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63 | (6) |
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Chapter 3 Torsion of solid sections |
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69 | (22) |
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3.1 Prandtl stress function solution |
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69 | (12) |
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3.2 St. Venant warping function solution |
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81 | (1) |
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82 | (2) |
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3.4 Torsion of a narrow rectangular strip |
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84 | (7) |
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86 | (1) |
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87 | (2) |
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Section A2 Virtual work, energy, and matrix methods |
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89 | (2) |
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Chapter 4 Virtual work and energy methods |
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91 | (32) |
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91 | (1) |
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4.2 Principle of virtual work |
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92 | (14) |
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4.3 Applications of the principle of virtual work |
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106 | (17) |
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117 | (1) |
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118 | (5) |
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123 | (60) |
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5.1 Strain energy and complementary energy |
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123 | (2) |
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5.2 Principle of the stationary value of the total complementary energy |
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125 | (1) |
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5.3 Application to deflection problems |
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126 | (9) |
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5.4 Application to the solution of statically indeterminate systems |
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135 | (17) |
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152 | (3) |
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155 | (5) |
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5.7 Total potential energy |
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160 | (1) |
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5.8 Principle of the stationary value of the total potential energy |
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161 | (3) |
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5.9 Principle of superposition |
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164 | (1) |
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164 | (4) |
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168 | (15) |
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171 | (1) |
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171 | (12) |
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183 | (50) |
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184 | (1) |
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6.2 Stiffness matrix for an elastic spring |
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185 | (1) |
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6.3 Stiffness matrix for two elastic springs in line |
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186 | (3) |
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6.4 Matrix analysis of pin-jointed frameworks |
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189 | (7) |
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6.5 Application to statically indeterminate frameworks |
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196 | (1) |
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6.6 Matrix analysis of space frames |
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196 | (2) |
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6.7 Stiffness matrix for a uniform beam |
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198 | (7) |
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6.8 Finite element method for continuum structures |
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205 | (28) |
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223 | (1) |
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223 | (1) |
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223 | (8) |
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Section A3 Thin plate theory |
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231 | (2) |
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Chapter 7 Bending of thin plates |
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233 | (36) |
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7.1 Pure bending of thin plates |
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233 | (3) |
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7.2 Plates subjected to bending and twisting |
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236 | (4) |
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7.3 Plates subjected to a distributed transverse load |
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240 | (10) |
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7.4 Combined bending and in-plane loading of a thin rectangular plate |
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250 | (4) |
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7.5 Bending of thin plates having a small initial curvature |
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254 | (1) |
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7.6 Energy method for the bending of thin plates |
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255 | (14) |
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263 | (1) |
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263 | (4) |
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Section A4 Structural instability |
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267 | (2) |
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269 | (42) |
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8.1 Euler buckling of columns |
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269 | (6) |
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275 | (4) |
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8.3 Effect of initial imperfections |
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279 | (3) |
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8.4 Stability of beams under transverse and axial loads |
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282 | (4) |
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8.5 Energy method for the calculation of buckling loads in columns |
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286 | (3) |
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8.6 Flexural---torsional buckling of thin-walled columns |
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289 | (22) |
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301 | (1) |
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302 | (9) |
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311 | (34) |
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9.1 Buckling of thin plates |
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311 | (3) |
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9.2 Inelastic buckling of plates |
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314 | (2) |
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9.3 Experimental determination of the critical load for a flat plate |
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316 | (1) |
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316 | (1) |
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9.5 Instability of stiffened panels |
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317 | (2) |
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9.6 Failure stress in plates and stiffened panels |
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319 | (3) |
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322 | (23) |
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338 | (1) |
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338 | (7) |
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PART B ANALYSIS OF AIRCRAFT STRUCTURES |
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Section B1 Principles of stressed skin construction |
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345 | (2) |
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347 | (24) |
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347 | (2) |
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349 | (1) |
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350 | (1) |
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351 | (1) |
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351 | (1) |
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351 | (2) |
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10.7 Properties of materials |
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353 | (18) |
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368 | (3) |
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Chapter 11 Structural components of aircraft |
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371 | (24) |
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11.1 Loads on structural components |
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371 | (2) |
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11.2 Function of structural components |
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373 | (5) |
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11.3 Fabrication of structural components |
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378 | (5) |
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383 | (12) |
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389 | (1) |
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389 | (4) |
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Section B2 Airworthiness and airframe loads |
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393 | (2) |
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395 | (6) |
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12.1 Factors of the safety-flight envelope |
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395 | (2) |
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12.2 Load factor determination |
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397 | (4) |
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400 | (1) |
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400 | (1) |
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Chapter 13 Airframe loads |
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401 | (30) |
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13.1 Aircraft inertia loads |
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401 | (6) |
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13.2 Symmetric maneuver loads |
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407 | (5) |
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13.3 Normal accelerations associated with various types of maneuver |
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412 | (4) |
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416 | (15) |
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424 | (1) |
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424 | (7) |
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431 | (26) |
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14.1 Safe life and fail-safe structures |
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431 | (1) |
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14.2 Designing against fatigue |
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432 | (1) |
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14.3 Fatigue strength of components |
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433 | (6) |
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14.4 Prediction of aircraft fatigue life |
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439 | (6) |
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445 | (12) |
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452 | (1) |
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452 | (1) |
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452 | (3) |
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Section B3 Bending, shear and torsion of thin-walled beams |
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455 | (2) |
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Chapter 15 Bending of open and closed, thin-walled beams |
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457 | (54) |
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458 | (8) |
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15.2 Unsymmetrical bending |
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466 | (7) |
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15.3 Deflections due to bending |
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473 | (15) |
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15.4 Calculation of section properties |
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488 | (9) |
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15.5 Applicability of bending theory |
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497 | (1) |
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497 | (14) |
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501 | (1) |
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501 | (10) |
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Chapter 16 Shear of beams |
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511 | (32) |
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16.1 General stress, strain, and displacement relationships for open and single-cell closed section thin-walled beams |
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511 | (4) |
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16.2 Shear of open section beams |
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515 | (9) |
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16.3 Shear of closed section beams |
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524 | (19) |
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533 | (1) |
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533 | (10) |
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Chapter 17 Torsion of beams |
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543 | (24) |
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17.1 Torsion of closed section beams |
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543 | (10) |
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17.2 Torsion of open section beams |
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553 | (14) |
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559 | (8) |
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Chapter 18 Combined open and closed section beams |
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567 | (12) |
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567 | (2) |
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569 | (3) |
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572 | (7) |
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577 | (2) |
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Chapter 19 Structural idealization |
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579 | (26) |
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579 | (1) |
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19.2 Idealization of a panel |
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580 | (2) |
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19.3 Effect of idealization on the analysis of open and closed section beams |
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582 | (12) |
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19.4 Deflection of open and closed section beams |
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594 | (11) |
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597 | (6) |
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Section B4 Stress analysis of aircraft components |
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603 | (2) |
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Chapter 20 Wing spars and box beams |
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605 | (14) |
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605 | (4) |
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20.2 Open and closed section beams |
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609 | (5) |
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20.3 Beams having variable stringer areas |
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614 | (5) |
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617 | (2) |
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619 | (10) |
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619 | (2) |
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621 | (2) |
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623 | (2) |
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21.4 Cut-outs in fuselages |
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625 | (4) |
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626 | (3) |
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629 | (34) |
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629 | (1) |
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630 | (1) |
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631 | (5) |
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636 | (7) |
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643 | (1) |
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643 | (3) |
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646 | (1) |
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647 | (16) |
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655 | (8) |
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Chapter 23 Fuselage frames and wing ribs |
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663 | (12) |
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23.1 Principles of stiffener/web construction |
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663 | (5) |
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668 | (1) |
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669 | (6) |
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673 | (2) |
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Chapter 24 Laminated composite structures |
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675 | (32) |
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24.1 Elastic constants of a simple lamina |
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675 | (6) |
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24.2 Stress---strain relationships for an orthotropic ply (macro approach) |
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681 | (9) |
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24.3 Thin-walled composite beams |
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690 | (17) |
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702 | (1) |
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702 | (5) |
Index |
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707 | |