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Structural Analysis 2 : Statically Indeterminate Structures.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Newark :
John Wiley & Sons, Incorporated,
2018.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Half-Title Page; Dedication; Title Page; Copyright Page; Contents; Preface; 1. Introduction to Statically Indeterminate Structural Analysis; 1.1. Introduction; 1.2. External static indeterminacy; 1.3. Internal static indeterminacy; 1.3.1. Truss structures; 1.3.2. Beam and frame structures; 1.3.3. Crossbeams; 1.4. Kinematic static indeterminacy; 1.5. Statically indeterminate structural analysis methods; 1.6. Superposition principle; 1.7. Advantages and disadvantages of statically indeterminate structures; 1.7.1. Advantages of statically indeterminate structures.
- 1.7.2. Disadvantages of statically indeterminate structures1.8. Conclusion; 1.9. Problems; 2. Method of Three Moments; 2.1. Simple beams; 2.2. Continuous beam; 2.3. Applying Clapeyron's theorem; 2.3.1. Beam with two spans; 2.3.2. Beam with support settlements; 2.3.3. Beam with cantilever; 2.4. Focus method; 2.4.1. Left focus method; 2.4.2. Right focus method; 2.4.3. Focus method with loaded bays; 2.5. Conclusion; 2.6. Problems; 3. Method of Forces; 3.1. Beam with one degree of static indeterminacy; 3.2. Beam with many degrees of static indeterminacy.
- 3.3. Continuous beam with support settlements3.4. Analysis of a beam with two degrees of static indeterminacy; 3.5. Analysis of a beam subjected to a moment; 3.6. Analysis of frames; 3.6.1. Frame with two degrees of static indeterminacy; 3.6.2. Frame with cantilever; 3.6.3. Frame with many degrees of static indeterminacy; 3.6.4. Frame with oblique bars; 3.7. Analysis of truss; 3.7.1. Internally statically indeterminate truss; 3.7.2. Externally statically indeterminate truss; 3.7.3. Internally and externally statically indeterminate truss; 3.8. Conclusion; 3.9. Problems.
- 4. Slope-Deflection Method4.1. Relationship between deflections and transmitted moments; 4.2. Fixed-end moments; 4.2.1. Bi-hinged beam; 4.2.2. Simply supported beam; 4.3 Rigidity factor and transmission coefficient; 4.4. Beam analysis; 4.4.1. Single span beam; 4.4.2. Continuous beam; 4.4.3. Continuous beam with cantilever; 4.4.4. Beam with support settlements; 4.4.5. Beam subjected to a moment; 4.5. Analysis of frames; 4.5.1. Frame without sidesway; 4.5.2. Frames with sidesway; 4.6. Conclusion; 4.7. Problems; 5. Moment-Distribution Method; 5.1. Hypotheses of the moment-distribution method.
- 5.2. Presentation of the moment-distribution method5.2.1. Distribution of a moment around a rigid joint; 5.2.2. Distribution procedure; 5.3. Continuous beam analysis; 5.3.1. Beam with support settlement; 5.3.2. Beam with cantilever; 5.3.3. Beam subjected to a moment; 5.4. Analysis of frames; 5.4.1. Frame without sidesway; 5.4.2. Frame with sidesway; 5.5. Conclusion; 5.6. Problems; 6. Influence Lines of Statically Indeterminate Structures; 6.1. Introduction; 6.2. Influence lines of beams; 6.2.1. Beam with one degree of static indeterminacy; 6.2.2. Beam with two degrees of static indeterminacy.