LEADER 05255nam 22006374a 450 001 9910784457303321 005 20230120004328.0 010 $a1-280-63888-5 010 $a9786610638888 010 $a0-08-045534-4 035 $a(CKB)1000000000350374 035 $a(EBL)269931 035 $a(SSID)ssj0000073040 035 $a(PQKBManifestationID)11123304 035 $a(PQKBTitleCode)TC0000073040 035 $a(PQKBWorkID)10103846 035 $a(PQKB)11345337 035 $a(MiAaPQ)EBC269931 035 $a(Au-PeEL)EBL269931 035 $a(CaPaEBR)ebr10138506 035 $a(CaONFJC)MIL63888 035 $a(OCoLC)76822373 035 $a(EXLCZ)991000000000350374 100 $a20041007d2005 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural and stress analysis$b[electronic resource] /$fT.H.G. Megson 205 $a2nd ed. 210 $aAmsterdam ;$aBoston $cElsevier Butterworth Heineman$d2005 215 $a1 online resource (739 p.) 300 $aIncludes index. 311 $a0-08-099937-9 311 $a0-7506-6221-2 327 $aCover; 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 327 $aCHAPTER 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 327 $a3.4 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 327 $a5.1 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 327 $a7.1 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 327 $aCHAPTER 8 Properties of Engineering Materials 330 $aStructural analysis is the corner stone of civil engineering and all students must obtain a thorough understanding of the techniques available to analyse and predict stress in any structure. The new edition of this popular textbook provides the student with a comprehensive introduction to all types of structural and stress analysis, starting from an explanation of the basic principles of statics, normal and shear force and bending moments and torsion. Building on the success of the first edition, new material on structural dynamics and finite element method has been included.Vi 606 $aStructural analysis (Engineering) 606 $aStrains and stresses 615 0$aStructural analysis (Engineering) 615 0$aStrains and stresses. 676 $a624.1/7 700 $aMegson$b T. H. G$g(Thomas Henry Gordon)$0298606 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910784457303321 996 $aStructural and stress analysis$91213431 997 $aUNINA