Structural analysis volume 2. Statically indeterminate structures.

✍ Scribed by Khalfallah, Salah

• Publisher: ISTE Ltd. ; Wiley
• Year: 2018
• Tongue: English
• Leaves: 401
• Series: Civil engineering and geomechanics series.
• Category: Library

✦ Synopsis

This book enables the student to master the methods of analysis of isostatic and hyperstatic structures. To show the performance of the methods of analysis of the hyperstatic structures, some beams, gantries and reticular structures are selected and subjected to a comparative study by the different methods of analysis of the hyperstatic structures. This procedure provides an insight into the methods of analysis of the structures.

✦ Table of Contents

Cover......Page 1
Half-Title Page......Page 3
Dedication......Page 4
Title Page......Page 5
Copyright Page......Page 6
Contents......Page 7
Preface......Page 11
1.1. Introduction......Page 13
1.2. External static indeterminacy......Page 14
1.3.1. Truss structures......Page 17
1.3.2. Beam and frame structures......Page 19
1.3.3. Crossbeams......Page 21
1.4. Kinematic static indeterminacy......Page 23
1.5. Statically indeterminate structural analysis methods......Page 27
1.6. Superposition principle......Page 28
1.7. Advantages and disadvantages of statically indeterminate structures......Page 29
1.7.1. Advantages of statically indeterminate structures......Page 30
1.7.2. Disadvantages of statically indeterminate structures......Page 31
1.9. Problems......Page 33
2.1. Simple beams......Page 37
2.2. Continuous beam......Page 49
2.3. Applying Clapeyron's theorem......Page 55
2.3.1. Beam with two spans......Page 56
2.3.2. Beam with support settlements......Page 58
2.3.3. Beam with cantilever......Page 61
2.4. Focus method......Page 63
2.4.1. Left focus method......Page 64
2.4.2. Right focus method......Page 66
2.4.3. Focus method with loaded bays......Page 69
2.6. Problems......Page 75
3.1. Beam with one degree of static indeterminacy......Page 79
3.2. Beam with many degrees of static indeterminacy......Page 84
3.3. Continuous beam with support settlements......Page 89
3.4. Analysis of a beam with two degrees of static indeterminacy......Page 92
3.5. Analysis of a beam subjected to a moment......Page 96
3.6.1. Frame with two degrees of static indeterminacy......Page 99
3.6.2. Frame with cantilever......Page 105
3.6.3. Frame with many degrees of static indeterminacy......Page 112
3.6.4. Frame with oblique bars......Page 118
3.7. Analysis of truss......Page 125
3.7.1. Internally statically indeterminate truss......Page 126
3.7.2. Externally statically indeterminate truss......Page 133
3.7.3. Internally and externally statically indeterminate truss......Page 137
3.8. Conclusion......Page 141
3.9. Problems......Page 142
4.1. Relationship between deflections and transmitted moments......Page 149
4.2.1. Bi-hinged beam......Page 153
4.3 Rigidity factor and transmission coefficient......Page 154
4.4.1. Single span beam......Page 160
4.4.2. Continuous beam......Page 162
4.4.3. Continuous beam with cantilever......Page 165
4.4.4. Beam with support settlements......Page 168
4.4.5. Beam subjected to a moment......Page 172
4.5.1. Frame without sidesway......Page 176
4.5.2. Frames with sidesway......Page 194
4.7. Problems......Page 220
5.1. Hypotheses of the moment-distribution method......Page 225
5.2.1. Distribution of a moment around a rigid joint......Page 226
5.2.2. Distribution procedure......Page 228
5.3. Continuous beam analysis......Page 231
5.3.1. Beam with support settlement......Page 232
5.3.2. Beam with cantilever......Page 236
5.3.3. Beam subjected to a moment......Page 239
5.4.1. Frame without sidesway......Page 241
5.4.2. Frame with sidesway......Page 246
5.5. Conclusion......Page 276
5.6. Problems......Page 277
6.1. Introduction......Page 283
6.2.1. Beam with one degree of static indeterminacy......Page 284
6.2.2. Beam with two degrees of static indeterminacy......Page 291
6.3. Influence lines of frames......Page 298
6.4. Influence lines of trusses......Page 302
6.4.1. Internally statically indeterminate truss......Page 304
6.4.2. Externally statically indeterminate truss......Page 312
6.6. Problems......Page 316
7.1. Introduction......Page 321
7.2. Classification of arches......Page 322
7.3. Semicircular arch under concentrated load......Page 323
7.4. Parabolic arch under concentrated load......Page 333
7.5. Semicircular arch under distributed load......Page 338
7.6. Parabolic arch under distributed load......Page 343
7.7. Semicircular arch fixed under concentrated load......Page 349
7.8. Statically indeterminate tied arch......Page 357
7.9. Arch with many degrees of freedom......Page 362
7.10.1. Influence lines of bi-hinged arch......Page 368
7.10.2. Influence line of fixed-end arch......Page 372
7.11. Conclusion......Page 376
7.12. Problems......Page 377
A.1. Standard structural deflections......Page 383
A.2. Fixed-end moments......Page 384
Bibliography......Page 387
Index......Page 391
Other titles from iSTE in Civil Engineering and Geomechanics......Page 393
EULA......Page 399

✦ Subjects

Structural dynamics;Structural analysis (Engineering)