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 Statics -- 2.1 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 moment -- 3.5 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 loads -- 5.2 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 compression -- 7.2 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 -- 8.1 Classification of engineering materials -- DUCTILITY -- BRITTLENESS -- ELASTIC MATERIALS -- PLASTICITY -- ISOTROPIC MATERIALS -- ANISOTROPIC MATERIALS -- ORTHOTROPIC MATERIALS -- 8.2 Testing of engineering materials -- TENSILE TESTS -- COMPRESSION TESTS -- BENDING TESTS -- SHEAR TESTS -- HARDNESS TESTS -- IMPACT TESTS -- 8.3 Stress-strain curves -- LOW CARBON STEEL (MILD STEEL) -- ALUMINIUM -- BRITTLE MATERIALS -- COMPOSITES -- 8.4 Strain hardening -- 8.5 Creep and relaxation -- 8.6 Fatigue -- 8.7 Design methods -- 8.8 Material properties -- PROBLEMS.

CHAPTER 9 Bending of Beams -- 9.1 Symmetrical bending -- ASSUMPTIONS -- DIRECT STRESS DISTRIBUTION -- ELASTIC SECTION MODULUS -- 9.2 Combined bending and axial load -- CORE OF A RECTANGULAR SECTION -- CORE OF A CIRCULAR SECTION -- 9.3 Anticlastic bending -- 9.4 Strain energy in bending -- 9.5 Unsymmetrical bending -- ASSUMPTIONS -- SIGN CONVENTIONS AND NOTATION -- DIRECT STRESS DISTRIBUTION -- POSITION OF THE NEUTRAL AXIS -- 9.6 Calculation of section properties -- PARALLEL AXES THEOREM -- THEOREM OF PERPENDICULAR AXES -- SECOND MOMENTS OF AREA OF STANDARD SECTIONS -- PRODUCT SECOND MOMENT OF AREA -- APPROXIMATIONS FOR THIN-WALLED SECTIONS -- SECOND MOMENTS OF AREA OF INCLINED AND CURVED THIN-WALLED SECTIONS -- 9.7 Principal axes and principal second moments of area -- 9.8 Effect of shear forces on the theory of bending -- 9.9 Load, shear force and bending moment relationships, general case -- PROBLEMS -- CHAPTER 10 Shear of Beams -- 10.1 Shear stress distribution in a beam of unsymmetrical section -- 10.2 Shear stress distribution in symmetrical sections -- 10.3 Strain energy due to shear -- 10.4 Shear stress distribution in thin-walled open section beams -- SHEAR CENTRE -- 10.5 Shear stress distribution in thin-walled closed section beams -- SHEAR CENTRE -- PROBLEMS -- CHAPTER 11 Torsion of Beams -- 11.1 Torsion of solid and hollow circular section bars -- STATICALLY INDETERMINATE CIRCULAR SECTION BARS UNDER TORSION -- 11.2 Strain energy due to torsion -- 11.3 Plastic torsion of circular section bars -- 11.4 Torsion of a thin-walled closed section beam -- 11.5 Torsion of solid section beams -- 11.6 Warping of cross sections under torsion -- PROBLEMS -- CHAPTER 12 Composite Beams -- 12.1 Steel-reinforced timber beams -- 12.2 Reinforced concrete beams -- ELASTIC THEORY -- ULTIMATE LOAD THEORY -- 12.3 Steel and concrete beams -- PROBLEMS.

CHAPTER 13 Deflection of Beams -- 13.1 Differential equation of symmetrical bending -- 13.2 Singularity functions -- 13.3 Moment-area method for symmetrical bending -- 13.4 Deflections due to unsymmetrical bending -- 13.5 Deflection due to shear -- 13.6 Statically indeterminate beams -- METHOD OF SUPERPOSITION -- BUILT-IN OR FIXED-END BEAMS -- FIXED BEAM WITH A SINKING SUPPORT -- PROBLEMS -- CHAPTER 14 Complex Stress and Strain -- 14.1 Representation of stress at a point -- 14.2 Determination of stresses on inclined planes -- BIAXIAL STRESS SYSTEM -- GENERAL TWO-DIMENSIONAL CASE -- 14.3 Principal stresses -- 14.4 Mohr's circle of stress -- 14.5 Stress trajectories -- 14.6 Determination of strains on inclined planes -- 14.7 Principal strains -- 14.8 Mohr's circle of strain -- 14.9 Experimental measurement of surface strains and stresses -- 14.10 Theories of elastic failure -- DUCTILE MATERIALS -- Maximum shear stress theory -- Shear strain energy theory -- Design application -- Yield loci -- BRITTLE MATERIALS -- Maximum normal stress theory -- PROBLEMS -- CHAPTER 15 Virtual Work and Energy Methods -- 15.1 Work -- 15.2 Principle of virtual work -- PRINCIPLE OF VIRTUAL WORK FOR A PARTICLE -- PRINCIPLE OF VIRTUAL WORK FOR A RIGID BODY -- VIRTUAL WORK IN A DEFORMABLE BODY -- WORK DONE BY INTERNAL FORCE SYSTEMS -- Axial force -- Shear force -- Bending moment -- Torsion -- Hinges -- Sign of internal virtual work -- VIRTUAL WORK DUE TO EXTERNAL FORCE SYSTEMS -- USE OF VIRTUAL FORCE SYSTEMS -- APPLICATIONS OF THE PRINCIPLE OF VIRTUAL WORK -- 15.3 Energy methods -- STRAIN ENERGY AND COMPLEMENTARY ENERGY -- THE PRINCIPLE OF THE STATIONARY VALUE OF THE TOTAL COMPLEMENTARY ENERGY -- TEMPERATURE EFFECTS -- POTENTIAL ENERGY -- THE PRINCIPLE OF THE STATIONARY VALUE OF THE TOTAL POTENTIAL ENERGY -- 15.4 Reciprocal theorems -- THEOREM OF RECIPROCAL DISPLACEMENTS.

THEOREM OF RECIPROCAL WORK -- PROBLEMS -- CHAPTER 16 Analysis of Statically Indeterminate Structures -- 16.1 Flexibility and stiffness methods -- 16.2 Degree of statical indeterminacy -- RINGS -- THE ENTIRE STRUCTURE -- THE COMPLETELY STIFF STRUCTURE -- DEGREE OF STATICAL INDETERMINACY -- TRUSSES -- 16.3 Kinematic indeterminacy -- 16.4 Statically indeterminate beams -- 16.5 Statically indeterminate trusses -- SELF-STRAINING TRUSSES -- 16.6 Braced beams -- 16.7 Portal frames -- 16.8 Two-pinned arches -- SECANT ASSUMPTION -- TIED ARCHES -- SEGMENTAL ARCHES -- 16.9 Slope-deflection method -- 16.10 Moment distribution -- PRINCIPLE -- FIXED-END MOMENTS -- STIFFNESS COEFFICIENT -- DISTRIBUTION FACTOR -- STIFFNESS COEFFICIENTS AND CARRY OVER FACTORS -- CONTINUOUS BEAMS -- PORTAL FRAMES -- PROBLEMS -- CHAPTER 17 Matrix Methods of Analysis -- 17.1 Axially loaded members -- 17.2 Stiffness matrix for a uniform beam -- 17.3 Finite element method for continuum structures -- STIFFNESS MATRIX FOR A BEAM-ELEMENT -- STIFFNESS MATRIX FOR A TRIANGULAR FINITE ELEMENT -- STIFFNESS MATRIX FOR A QUADRILATERAL ELEMENT -- PROBLEMS -- CHAPTER 18 Plastic Analysis of Beams and Frames -- 18.1 Theorems of plastic analysis -- THE UNIQUENESS THEOREM -- THE LOWER BOUND, OR SAFE, THEOREM -- THE UPPER BOUND, OR UNSAFE, THEOREM -- 18.2 Plastic analysis of beams -- PLASTIC BENDING OF BEAMS HAVING A SINGLY SYMMETRICAL CROSS SECTION -- SHAPE FACTOR -- MOMENT-CURVATURE RELATIONSHIPS -- PLASTIC HINGES -- PLASTIC ANALYSIS OF BEAMS -- PLASTIC DESIGN OF BEAMS -- EFFECT OF AXIAL LOAD ON PLASTIC MOMENT -- 18.3 Plastic analysis of frames -- BEAM MECHANISM -- SWAY MECHANISM -- COMBINED MECHANISM -- PROBLEMS -- CHAPTER 19 Yield Line Analysis of Slabs -- 19.1 Yield line theory -- YIELD LINES -- ULTIMATE MOMENT ALONG A YIELD LINE -- INTERNAL VIRTUAL WORK DUE TO AN ULTIMATE MOMENT.

VIRTUAL WORK DUE TO AN APPLIED LOAD.