LEADER 04521nam 2200565 450 001 9910786632403321 005 20230120014444.0 010 $a1-4831-8579-6 035 $a(CKB)3710000000199493 035 $a(EBL)1879725 035 $a(SSID)ssj0001431792 035 $a(PQKBManifestationID)11778883 035 $a(PQKBTitleCode)TC0001431792 035 $a(PQKBWorkID)11384942 035 $a(PQKB)11001598 035 $a(MiAaPQ)EBC1879725 035 $a(EXLCZ)993710000000199493 100 $a20150109h19661966 uy 0 101 0 $aeng 181 $ctxt 182 $cc 183 $acr 200 10$aBasic theory of structures /$fby J. S. C. Browne 205 $aFirst edition. 210 1$aOxford, England :$cPergamon Press Ltd,$d1966. 210 4$dİ1966 215 $a1 online resource (255 p.) 225 1 $aCommonwealth and International Library. Mechanical Engineering Division 300 $aIncludes index. 311 1 $a1-322-46742-0 311 1 $a0-08-011654-X 327 $aFront 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 327 $aRelationship 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 327 $aCurtailment 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 327 $aPosition 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 7 327 $aChapter 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 327 $aCombined Williot-Mohr Displacement Diagram 330 $aBasic Theory of Structures 410 0$aCommonwealth and international library.$pMechanical engineering division. 606 $aStructural analysis (Engineering) 615 0$aStructural analysis (Engineering) 676 $a624.171 700 $aBrowne$b Jack Seymour Cuthbert$01555886 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910786632403321 996 $aBasic theory of structures$93818184 997 $aUNINA