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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 |
MARC
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| 100 | 1 | |a Browne, Jack Seymour Cuthbert, |e author. | |
| 245 | 1 | 0 | |a Basic theory of structures / |c by J.S.C. Browne. |
| 250 | |a 1st ed. | ||
| 260 | |a Oxford ; |a New York : |b Pergamon, |c 1966. | ||
| 300 | |a 1 online resource : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
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| 347 | |a text file |2 rdaft |0 http://rdaregistry.info/termList/fileType/1002. | ||
| 490 | 1 | |a Commonwealth & international library. Mechanical engineering division | |
| 500 | |a Includes index. | ||
| 588 | 0 | |a Print version record. | |
| 506 | |3 Use copy |f Restrictions unspecified |2 star |5 MiAaHDL | ||
| 533 | |a Electronic reproduction. |b [Place of publication not identified] : |c HathiTrust Digital Library, |d 2010. |5 MiAaHDL | ||
| 538 | |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002. |u http://purl.oclc.org/DLF/benchrepro0212 |5 MiAaHDL | ||
| 583 | 1 | |a digitized |c 2010 |h HathiTrust Digital Library |l committed to preserve |2 pda |5 MiAaHDL | |
| 505 | 0 | |a 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 | |
| 505 | 8 | |a 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 | |
| 505 | 8 | |a 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 | |
| 505 | 8 | |a 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 | |
| 505 | 8 | |a 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 | |
| 520 | |a Basic Theory of Structures. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Structural analysis (Engineering) | |
| 650 | 6 | |a Théorie des constructions. | |
| 650 | 7 | |a structural analysis. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Structural analysis (Engineering) |2 fast | |
| 650 | 7 | |a Constructions, Théorie des. |2 ram | |
| 758 | |i has work: |a Basic Theory of Structures (Text) |1 https://id.oclc.org/worldcat/entity/E39PCXBGDg3mRpDkxMbDhRQ3pK |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Browne, J.S.C. |t Basic Theory of Structures : The Commonwealth and International Library: Mechanical Engineering Division. |d Burlington : Elsevier Science, ©2014 |z 9780080116549 |
| 830 | 0 | |a Commonwealth and international library. |p Mechanical engineering division. | |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=1879725 |z Texto completo |
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