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Basic theory of structures /
Basic Theory of Structures.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; New York :
Pergamon,
1966.
|
| Edición: | 1st ed. |
| Colección: | Commonwealth and international library. Mechanical engineering division.
|
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Basic Theory of Structures; Copyright Page; Table of Contents; Preface; Chapter 1. Equilibrium of Structures; Loading on Structures; Conditions of Equilibrium; Three Forces in Equilibrium; The Link Polygon; Equilibrant and Resultant of a System of Forces; Transmissibility of Force; Principle of Superposition; Determination of Support Reactions; Compound Beams; Three-pinned Arches and Portals; Particles Subjected to a Set of Forces in Equilibrium; Chapter 2. Shearing Force and Bending Moment; Internal Forces; Axial Force; Shearing Force; Bending Moment
- Relationship between Loading and Shearing ForceRelationship between Shearing Force and Bending Moment; Shearing Force and Bending Moment Diagrams; Position of Supports for Uniformly-Loaded Beam to give Maximum Load-carrying Capacity; Beam with Oblique Loading; Three-pinned Arch; Linear Arch; Beam with Varying Intensity of Loading; Exercise 2; Chapter 3. Bending Stresses in Beams; Mechanism of Bending; Moment of Resistance; First Moments of Area; Second Moments of Area; Principal Axes of Bending; Addition of Second Moments of Area; Modulus of Section; Materials for Beams
- Curtailment of FlangesMoment of Resistance of a B.S.B.; Compound Girder; Simplified Plate Girder Design; Exercise 3; Chapter 4. Complex Stress; Complementary Shear Stress; The General Case of Plane Stress; Distribution of Shear Stress across a Solid Rectangular Beam; Exercise 4; Chapter 5. Statically Determinate Plane Trusses; Perfect Frames; Methods of Analysis; Force Diagrams; Graphical Analysis of a Roof Truss; Exercise 5; Chapter 6. Rolling Loads; Influence Lines for Simple Beams; Position of a Train of Loads to give a Maximum s.f. at a Given Section
- Position of a Train to give a Maximum b.m. at a Given SectionPosition of a Train to give a Maximum b.m. under a Given Load; Influence Lines for Simply Supported Trusses; Influence line of Horizontal Thrust in a Three-pinned Arch; Envelope Diagrams of s.f. and b.m.; Exercise 6; Chapter 7. Combined Bending and Direct Stress; Beams with Longitudinal Loads; Eccentrically Loaded Stocky Struts or Ties; Structures Relying on Gravity for Their Stability; Stability of a Chimney; Stresses on the base of a dam; Middle Third Rule; Stability of a Retaining Wall; Pre-stressed Concrete Beams; Exercise 7
- Chapter 8. Deflection of BeamsCurvature; Calculation of Beam Deflections; Cantilevers and Beams with Simple Loadings; Macaulay's Method; Overhanging Beam; Exercise 8; Chapter 9. Buckling of Struts; Stability of Equilibrium; Determination of Critical Load; Factor of Safety and Load Factor; Effect of Different End Constraints; Chapter 10. Deflection of Trusses
- Strain Energy Method; Strain Energy; Exercise 10; Chapter 11. Deflection of Trusses
- Graphical Method; Displacement of a Loaded Particle Supported by Two Cords; Construction of Williot Diagram for a Cantilever Truss