LEADER 05265nam 2200661Ia 450 001 9911006885203321 005 20200520144314.0 010 $a1-281-92889-5 010 $a1-282-16937-8 010 $a9786611928896 010 $a9786612169373 010 $a0-08-094982-7 035 $a(CKB)1000000000577429 035 $a(EBL)405965 035 $a(OCoLC)437246566 035 $a(SSID)ssj0000252542 035 $a(PQKBManifestationID)12085086 035 $a(PQKBTitleCode)TC0000252542 035 $a(PQKBWorkID)10179740 035 $a(PQKB)11107599 035 $a(MiAaPQ)EBC405965 035 $a(MiAaPQ)EBC4952576 035 $a(Au-PeEL)EBL4952576 035 $a(CaONFJC)MIL192889 035 $a(OCoLC)1024273769 035 $a(EXLCZ)991000000000577429 100 $a20080820d2009 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural analysis $ein theory and practice /$fAlan Williams 210 $aBurlington, MA ;$aLondon $cAcademic$d2009 215 $a1 online resource (632 p.) 300 $aIncludes indexes. 311 $a1-85617-550-2 327 $aFront Cover; Structural Analysis: In Theory and Practice; Copyright Page; Contents; Foreword; Part One: Analysis of Determinate Structures; Chapter 1 Principles of statics; Notation; 1.1 Introduction; 1.2 Representation of forces; 1.3 Conditions of equilibrium; 1.4 Sign convention; 1.5 Triangle of forces; 1.6 Free body diagram; 1.7 Principle of superposition; Supplementary problems; Chapter 2 Statically determinate pin-jointed frames; Notation; 2.1 Introduction; 2.2 Statical determinacy; 2.3 Sign convention; 2.4 Methods of analysis; (a) Method of resolution at the nodes 327 $a(b) Method of sections(c) Method of force coefficients; (d) Method of substitution of members; Supplementary problems; Chapter 3 Elements in flexure; Notation; 3.1 Load intensity, shear force, and bending moment diagrams; 3.2 Relationships among loading, shear force, and bending moment; 3.3 Statical determinacy; (a) Beam or rigid frame with no internal hinges; (b) Beam or rigid frame with internal hinges or rollers; (c) Rigid frame with internal hinges at a node; 3.4 Beams; 3.5 Rigid frames; 3.6 Three-hinged arches; Supplementary problems; Chapter 4 Elastic deformations; Notation 327 $a4.1 Deflection of beams(a) Macaulay's method; (b) Virtual work method; 4.2 Deflection of rigid frames; (a) Virtual work method; (b) Conjugate beam method; 4.3 Deflection of pin-jointed frames; Supplementary problems; Chapter 5 Influence lines; Notation; 5.1 Introduction; 5.2 Construction of influence lines; 5.3 Maximum effects; (a) Single concentrated load; (b) Uniformly distributed load; (c) Train of wheel loads; (d) Envelope of maximum effects; 5.4 Pin-jointed truss; (a) Stringers and cross beams; (b) Influence lines for a Warren truss; (c) Influence lines for a Pratt truss 327 $a(d) Influence lines for a bowstring truss5.5 Three-hinged arch; Supplementary problems; Chapter 6 Space frames; Notation; 6.1 Introduction; 6.2 Conditions of equilibrium; 6.3 Pin-jointed space frames; 6.4 Member forces; Supplementary problems; Answers to supplementary problems part 1; Chapter 1; Chapter 2; Chapter 3; Chapter 4; Chapter 5; Chapter 6; Part Two: Analysis of Indeterminate Structures; Chapter 1 Statical indeterminacy; Notation; 1.1 Introduction; 1.2 Indeterminacy in pin-jointed frames; 1.3 Indeterminacy in rigid frames; 1.4 Indeterminacy in rigid frames with internal hinges 327 $a(a) Hinges within a member(b) Hinges at a joint; Supplementary problems; References; Chapter 2 Virtual work methods; Notation; 2.1 Introduction; 2.2 Virtual work relationships; 2.3 Sign convention; 2.4 Illustrative examples; 2.5 Volume integration; 2.6 Solution of indeterminate structures; Supplementary problems; References; Chapter 3 Indeterminate pin-jointed frames; Notation; 3.1 Introduction; 3.2 Frames one degree redundant; 3.3 Frames two degrees redundant; 3.4 Frames redundant externally; 3.5 Frames with axial forces and bending moments; 3.6 Two-hinged arch; 3.7 The tied arch 327 $a3.8 Spandrel braced arch 330 $aStructural Analysis Rules of Thumb provides a comprehensive review of the classical methods of structural analysis and also the recent advances in computer applications. The prefect guide for the Professional Engineer's exam, Williams covers principles of structural analysis to advanced concepts. Methods of analysis are presented in a concise and direct manner and the different methods of approach to a problem are illustrated by specific examples. In addition, the book include the clear and concise approach to the subject and the focus on the most direct solution to a problem. Numerous work 606 $aStructural analysis (Engineering) 606 $aStructural engineering 615 0$aStructural analysis (Engineering) 615 0$aStructural engineering. 676 $a624.171 676 $a624.171 700 $aWilliams$b Alan$0337818 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911006885203321 996 $aStructural analysis$94391856 997 $aUNINA