| Preface |
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ix | |
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Chapter 1 Introduction to Statically Indeterminate Structural Analysis |
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1 | (24) |
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1 | (1) |
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1.2 External static indeterminacy |
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2 | (3) |
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1.3 Internal static indeterminacy |
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5 | (6) |
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5 | (2) |
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1.3.2 Beam and frame structures |
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7 | (2) |
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9 | (2) |
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1.4 Kinematic static indeterminacy |
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11 | (4) |
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1.5 Statically indeterminate structural analysis methods |
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15 | (1) |
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1.6 Superposition principle |
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16 | (1) |
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1.7 Advantages and disadvantages of statically indeterminate structures |
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17 | (4) |
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1.7.1 Advantages of statically indeterminate structures |
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18 | (1) |
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1.7.2 Disadvantages of statically indeterminate structures |
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19 | (2) |
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21 | (1) |
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21 | (4) |
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Chapter 2 Method of Three Moments |
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25 | (42) |
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25 | (12) |
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37 | (6) |
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2.3 Applying Clapeyron's theorem |
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43 | (8) |
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2.3.1 Beam with two spans |
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44 | (2) |
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2.3.2 Beam with support settlements |
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46 | (3) |
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2.3.3 Beam with cantilever |
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49 | (2) |
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51 | (12) |
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52 | (2) |
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54 | (3) |
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2.4.3 Focus method with loaded bays |
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57 | (6) |
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63 | (1) |
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63 | (4) |
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Chapter 3 Method of Forces |
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67 | (70) |
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3.1 Beam with one degree of static indeterminacy |
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67 | (5) |
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3.2 Beam with many degrees of static indeterminacy |
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72 | (5) |
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3.3 Continuous beam with support settlements |
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77 | (3) |
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3.4 Analysis of a beam with two degrees of static indeterminacy |
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80 | (4) |
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3.5 Analysis of abeam subjected to a moment |
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84 | (3) |
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87 | (26) |
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3.6.1 Frame with two degrees of static indeterminacy |
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87 | (6) |
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3.6.2 Frame with cantilever |
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93 | (7) |
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3.6.3 Frame with many degrees of static indeterminacy |
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100 | (6) |
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3.6.4 Frame with oblique bars |
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106 | (7) |
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113 | (16) |
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3.7.1 Internally statically indeterminate truss |
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114 | (7) |
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3.7.2 Externally statically indeterminate truss |
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121 | (4) |
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3.7.3 Internally and externally statically indeterminate truss |
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125 | (4) |
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129 | (1) |
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130 | (7) |
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Chapter 4 Slope-Deflection Method |
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137 | (76) |
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4.1 Relationship between deflections and transmitted moments |
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137 | (4) |
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141 | (1) |
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141 | (1) |
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4.2.2 Simply supported beam |
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142 | (1) |
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4.3 Rigidity factor and transmission coefficient |
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142 | (6) |
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148 | (16) |
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148 | (2) |
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150 | (3) |
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4.4.3 Continuous beam with cantilever |
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153 | (3) |
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4.4.4 Beam with support settlements |
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156 | (4) |
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4.4.5 Beam subjected to a moment |
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160 | (4) |
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164 | (44) |
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4.5.1 Frame without sidesway |
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164 | (18) |
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4.5.2 Frames with sidesway |
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182 | (26) |
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208 | (1) |
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208 | (5) |
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Chapter 5 Moment-Distribution Method |
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213 | (58) |
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5.1 Hypotheses of the moment-distribution method |
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213 | (1) |
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5.2 Presentation of the moment-distribution method |
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214 | (5) |
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5.2.1 Distribution of a moment around a rigid joint |
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214 | (2) |
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5.2.2 Distribution procedure |
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216 | (3) |
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5.3 Continuous beam analysis |
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219 | (10) |
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5.3.1 Beam with support settlement |
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220 | (4) |
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5.3.2 Beam with cantilever |
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224 | (3) |
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5.3.3 Beam subjected to a moment |
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227 | (2) |
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229 | (35) |
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5.4.1 Frame without sidesway |
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229 | (5) |
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5.4.2 Frame with sidesway |
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234 | (30) |
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264 | (1) |
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265 | (6) |
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Chapter 6 Influence Lines of Statically Indeterminate Structures |
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271 | (38) |
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271 | (1) |
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6.2 Influence lines of beams |
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272 | (14) |
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6.2.1 Beam with one degree of static indeterminacy |
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272 | (7) |
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6.2.2 Beam with two degrees of static indeterminacy |
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279 | (7) |
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6.3 Influence lines of frames |
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286 | (4) |
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6.4 Influence lines of trusses |
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290 | (14) |
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6.4.1 Internally statically indeterminate truss |
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292 | (8) |
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6.4.2 Externally statically indeterminate truss |
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300 | (4) |
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304 | (1) |
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304 | (5) |
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Chapter 7 Statically Indeterminate Arch Analysis |
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309 | (62) |
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309 | (1) |
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7.2 Classification of arches |
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310 | (1) |
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7.3 Semicircular arch under concentrated load |
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311 | (10) |
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7.4 Parabolic arch under concentrated load |
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321 | (5) |
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7.5 Semicircular arch under distributed load |
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326 | (5) |
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7.6 Parabolic arch under distributed load |
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331 | (6) |
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7.7 Semicircular arch fixed under concentrated load |
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337 | (8) |
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7.8 Statically indeterminate tied arch |
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345 | (5) |
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7.9 Arch with many degrees of freedom |
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350 | (6) |
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7.10 Influence lines of statically indeterminate arch |
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356 | (8) |
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7.10.1 Influence lines of bi-hinged arch |
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356 | (4) |
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7.10.2 Influence line of fixed-end arch |
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360 | (4) |
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364 | (1) |
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365 | (6) |
| Appendix |
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371 | (4) |
| Bibliography |
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375 | (4) |
| Index |
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379 | |
Lisainfo e-raamatute kohta