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Structural and stress analysis [[electronic resource] /] / T.H.G. Megson
| Structural and stress analysis [[electronic resource] /] / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 |
| Descrizione fisica | 1 online resource (739 p.) |
| Disciplina | 624.1/7 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-63888-5
9786610638888 0-08-045534-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Structural and Stress Analysis; Contents; Preface to First Edition; Preface to Second Edition; CHAPTER 1 Introduction; 1.1 Function of a structure; 1.2 Loads; 1.3 Structural systems; BEAMS; TRUSSES; MOMENT FRAMES; ARCHES; CABLES; SHEAR AND CORE WALLS; CONTINUUM STRUCTURES; 1.4 Support systems; 1.5 Statically determinate and indeterminate structures; 1.6 Analysis and design; 1.7 Structural and load idealization; 1.8 Structural elements; 1.9 Materials of construction; STEEL; CONCRETE; TIMBER; MASONRY; ALUMINIUM; CAST IRON, WROUGHT IRON; COMPOSITE MATERIALS; 1.10 The use of computers
CHAPTER 2 Principles of Statics2.1 Force; PARALLELOGRAM OF FORCES; THE RESULTANT OF A SYSTEM OF CONCURRENT FORCES; EQUILIBRANT OF A SYSTEM OF CONCURRENT FORCES; THE RESULTANT OF A SYSTEM OF NON-CONCURRENT FORCES; 2.2 Moment of a force; COUPLES; EQUIVALENT FORCE SYSTEMS; 2.3 The resultant of a system of parallel forces; 2.4 Equilibrium of force systems; 2.5 Calculation of support reactions; PROBLEMS; CHAPTER 3 Normal Force, Shear Force, Bending Moment and Torsion; 3.1 Types of load; AXIAL LOAD; SHEAR LOAD; BENDING MOMENT; TORSION; 3.2 Notation and sign convention; 3.3 Normal force 3.4 Shear force and bending moment3.5 Load, shear force and bending moment relationships; 3.6 Torsion; 3.7 Principle of superposition; PROBLEMS; CHAPTER 4 Analysis of Pin-jointed Trusses; 4.1 Types of truss; 4.2 Assumptions in truss analysis; 4.3 Idealization of a truss; 4.4 Statical determinacy; 4.5 Resistance of a truss to shear force and bending moment; 4.6 Method of joints; 4.7 Method of sections; 4.8 Method of tension coefficients; 4.9 Graphical method of solution; 4.10 Compound trusses; 4.11 Space trusses; 4.12 A computer-based approach; PROBLEMS; CHAPTER 5 Cables 5.1 Lightweight cables carrying concentrated loads5.2 Heavy cables; GOVERNING EQUATION FOR DEFLECTED SHAPE; CABLE UNDER ITS OWN WEIGHT; CABLE SUBJECTED TO A UNIFORM HORIZONTALLY DISTRIBUTED LOAD; SUSPENSION BRIDGES; PROBLEMS; CHAPTER 6 Arches; 6.1 The linear arch; 6.2 The three-pinned arch; SUPPORT REACTIONS - SUPPORTS ON SAME HORIZONTAL LEVEL; SUPPORT REACTIONS - SUPPORTS ON DIFFERENT LEVELS; 6.3 A three-pinned parabolic arch carrying a uniform horizontally distributed load; 6.4 Bending moment diagram for a three-pinned arch; PROBLEMS; CHAPTER 7 Stress and Strain 7.1 Direct stress in tension and compression7.2 Shear stress in shear and torsion; 7.3 Complementary shear stress; 7.4 Direct strain; 7.5 Shear strain; 7.6 Volumetric strain due to hydrostatic pressure; 7.7 Stress-strain relationships; HOOKE'S LAW AND YOUNG'S MODULUS; SHEAR MODULUS; VOLUME OR BULK MODULUS; 7.8 Poisson effect; 7.9 Relationships between the elastic constants; 7.10 Strain energy in simple tension or compression; DEFLECTION OF A SIMPLE TRUSS; COMPOSITE STRUCTURAL MEMBERS; THERMAL EFFECTS; INITIAL STRESSES AND PRESTRESSING; 7.11 Plane stress; 7.12 Plane strain; PROBLEMS CHAPTER 8 Properties of Engineering Materials |
| Record Nr. | UNINA-9910457709103321 |
Megson T. H. G (Thomas Henry Gordon)
|
||
| Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis [[electronic resource] /] / T.H.G. Megson
| Structural and stress analysis [[electronic resource] /] / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 |
| Descrizione fisica | 1 online resource (739 p.) |
| Disciplina | 624.1/7 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses |
| ISBN |
1-280-63888-5
9786610638888 0-08-045534-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Structural and Stress Analysis; Contents; Preface to First Edition; Preface to Second Edition; CHAPTER 1 Introduction; 1.1 Function of a structure; 1.2 Loads; 1.3 Structural systems; BEAMS; TRUSSES; MOMENT FRAMES; ARCHES; CABLES; SHEAR AND CORE WALLS; CONTINUUM STRUCTURES; 1.4 Support systems; 1.5 Statically determinate and indeterminate structures; 1.6 Analysis and design; 1.7 Structural and load idealization; 1.8 Structural elements; 1.9 Materials of construction; STEEL; CONCRETE; TIMBER; MASONRY; ALUMINIUM; CAST IRON, WROUGHT IRON; COMPOSITE MATERIALS; 1.10 The use of computers
CHAPTER 2 Principles of Statics2.1 Force; PARALLELOGRAM OF FORCES; THE RESULTANT OF A SYSTEM OF CONCURRENT FORCES; EQUILIBRANT OF A SYSTEM OF CONCURRENT FORCES; THE RESULTANT OF A SYSTEM OF NON-CONCURRENT FORCES; 2.2 Moment of a force; COUPLES; EQUIVALENT FORCE SYSTEMS; 2.3 The resultant of a system of parallel forces; 2.4 Equilibrium of force systems; 2.5 Calculation of support reactions; PROBLEMS; CHAPTER 3 Normal Force, Shear Force, Bending Moment and Torsion; 3.1 Types of load; AXIAL LOAD; SHEAR LOAD; BENDING MOMENT; TORSION; 3.2 Notation and sign convention; 3.3 Normal force 3.4 Shear force and bending moment3.5 Load, shear force and bending moment relationships; 3.6 Torsion; 3.7 Principle of superposition; PROBLEMS; CHAPTER 4 Analysis of Pin-jointed Trusses; 4.1 Types of truss; 4.2 Assumptions in truss analysis; 4.3 Idealization of a truss; 4.4 Statical determinacy; 4.5 Resistance of a truss to shear force and bending moment; 4.6 Method of joints; 4.7 Method of sections; 4.8 Method of tension coefficients; 4.9 Graphical method of solution; 4.10 Compound trusses; 4.11 Space trusses; 4.12 A computer-based approach; PROBLEMS; CHAPTER 5 Cables 5.1 Lightweight cables carrying concentrated loads5.2 Heavy cables; GOVERNING EQUATION FOR DEFLECTED SHAPE; CABLE UNDER ITS OWN WEIGHT; CABLE SUBJECTED TO A UNIFORM HORIZONTALLY DISTRIBUTED LOAD; SUSPENSION BRIDGES; PROBLEMS; CHAPTER 6 Arches; 6.1 The linear arch; 6.2 The three-pinned arch; SUPPORT REACTIONS - SUPPORTS ON SAME HORIZONTAL LEVEL; SUPPORT REACTIONS - SUPPORTS ON DIFFERENT LEVELS; 6.3 A three-pinned parabolic arch carrying a uniform horizontally distributed load; 6.4 Bending moment diagram for a three-pinned arch; PROBLEMS; CHAPTER 7 Stress and Strain 7.1 Direct stress in tension and compression7.2 Shear stress in shear and torsion; 7.3 Complementary shear stress; 7.4 Direct strain; 7.5 Shear strain; 7.6 Volumetric strain due to hydrostatic pressure; 7.7 Stress-strain relationships; HOOKE'S LAW AND YOUNG'S MODULUS; SHEAR MODULUS; VOLUME OR BULK MODULUS; 7.8 Poisson effect; 7.9 Relationships between the elastic constants; 7.10 Strain energy in simple tension or compression; DEFLECTION OF A SIMPLE TRUSS; COMPOSITE STRUCTURAL MEMBERS; THERMAL EFFECTS; INITIAL STRESSES AND PRESTRESSING; 7.11 Plane stress; 7.12 Plane strain; PROBLEMS CHAPTER 8 Properties of Engineering Materials |
| Record Nr. | UNINA-9910784457303321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis [e-book] / T.H.G. Megson
| Structural and stress analysis [e-book] / T.H.G. Megson |
| Autore | Megson, Thomas Henry Gordon |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Amsterdam ; Boston : Elsevier Butterworth Heineman, 2005 |
| Descrizione fisica | xiv, 724 p. : ill. ; 25 cm |
| Disciplina | 624.17 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses |
| Soggetto genere / forma | Electronic books. |
| ISBN |
9780750662215
0750662212 |
| Formato | Risorse elettroniche  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction; Principles of statics; Normal force, shear force, bending moment & torsion; Analysis of pin-jointed trusses; Cables; Arches; Stress & strain; Properties of engineering materials; Bending of beams; Shear of beams; Torsion of beams; Composite beams; Deflection of beams; Complex stress & strain; Virtual work & energy methods; Analysis of statically indeterminate structures; Matrix methods of analysis; Plastic analysis of beams & frames; Yield line analysis of slabs; Influence lines; Structural instability; Table of section properties; Bending of beams:standard cases; Index |
| Record Nr. | UNISALENTO-991003218539707536 |
|
Megson, Thomas Henry Gordon
|
||
| Amsterdam ; Boston : Elsevier Butterworth Heineman, 2005 | ||
| Risorse elettroniche | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
