MARC Record from marc_columbia

LEADER: 05097mam a22003494a 4500
001 3003885
005 20221019185859.0
008 000308t20012001caua b 001 0 eng
010 $a 00029231
020 $a0534371337
035 $a(OCoLC)ocm43615858
035 $9ATE8093CU
035 $a3003885
040 $aDLC$cDLC$dOrLoB-B
042 $apcc
050 00 $aTA405$b.G44 2001
082 00 $a624.1/71$221
100 1 $aGere, James M.$0http://id.loc.gov/authorities/names/n81125444
245 10 $aMechanics of materials /$cJames M. Gere.
250 $a5th ed.
260 $aPacific Grove, CA :$bBrooks/Cole,$c[2001], ©2001.
300 $axviii, 926 pages :$billustrations (some color) ;$c25 cm
336 $atext$btxt$2rdacontent
337 $aunmediated$bn$2rdamedia
504 $aIncludes bibliographical references and indexes.
505 00 $tGreek Alphabet --$g1.$tTension, Compression, and Shear.$tNormal Stress and Strain.$tMechanical Properties of Materials.$tElasticity, Plasticity, and Creep.$tLinear Elasticity, Hooke's Law, and Poisson's Ratio.$tShear Stress and Strain.$tAllowable Stresses and Allowable Loads.$tDesign for Axial Loads and Direct Shear --$g2.$tAxially Loaded Members.$tChanges in Lengths of Axially Loaded Members.$tChanges in Lengths of Nonuniform Bars.$tStatically Indeterminate Structures.$tThermal Effects, Misfits, and Prestrains.$tStresses on Inclined Sections.$tStrain Energy.$tImpact Loading.$tRepeated Loading and Fatigue.$tStress Concentrations.$tNonlinear Behavior.$tElastoplastic Analysis --$g3.$tTorsion.$tTorsional Deformations of a Circular Bar.$tCircular Bars of Linearly Elastic Materials.$tNonuniform Torsion.$tStresses and Strains in Pure Shear.$tRelationship Between Moduli of Elasticity E and G.$tTransmission of Power by Circular Shafts.$tStatically Indeterminate Torsional Members.
505 80 $tStrain Energy in Torsion and Pure Shear.$tThin-Walled Tubes.$tStress Concentrations in Torsion --$g4.$tShear Forces and Bending Moments.$tTypes of Beams, Loads, and Reactions.$tShear Forces and Bending Moments.$tRelationships Between Loads, Shear Forces, and Bending Moments.$tShear-Force and Bending-Moment Diagrams --$g5.$tStresses in Beams (Basic Topics).$tPure Bending and Nonuniform Bending.$tCurvature of a Beam.$tLongitudinal Strains in Beams.$tNormal Stresses in Beams (Linearly Elastic Materials).$tDesign of Beams for Bending Stresses.$tNonprismatic Beams.$tShear Stresses in Beams of Rectangular Cross Section.$tShear Stresses in Beams of Circular Cross Section.$tShear Stresses in the Webs of Beams with Flanges.$tBuilt-Up Beams and Shear Flow.$tBeams with Axial Loads.$tStress Concentrations in Bending --$g6.$tStresses in Beams (Advanced Topics).$tComposite Beams.$tTransformed-Section Method.$tDoubly Symmetric Beams with Inclined Loads.$tBending of Unsymmetric Beams.$tThe Shear-Center Concept.
505 80 $tShear Stresses in Beams to Thin-Walled Open Cross Sections.$tShear Stresses in Wide-Flange Beams.$tShear Centers of Thin-Walled Open Sections.$tElastoplastic Bending --$g7.$tAnalysis of Stress and Strain.$tPlane Stress.$tPrincipal Stresses and Maximum Shear Stresses.$tMohr's Circle for Plane Stress.$tHooke's Law for Plane Stress.$tTriaxial Stress.$tPlane Strain --$g8.$tApplications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings).$tSpherical Pressure Vessels.$tCylindrical Pressure Vessels.$tMaximum Stresses in Beams.$tCombined Loadings --$g9.$tDeflections of Beams.$tDifferential Equations of the Deflection Curve.$tDeflections by Integration of the Bending-Moment Equation.$tDeflections by Integration of the Shear-Force and Load Equations.$tMethod of Superposition.$tMoment-Area Method.$tNonprismatic Beams.$tStrain Energy of Bending.$tCastigliano's Theorem.$tDeflections Produced by Impact.$tTemperature Effects --$g10.$tStatically Indeterminate Beams.$tTypes of Statically Indeterminate Beams.
505 80 $tAnalysis by the Differential Equations of the Deflection Curve.$tMethod of Superposition.$tTemperature Effects.$tLongitudinal Displacements at the Ends of a Beam --$g11.$tColumns.$tBuckling and Stability.$tColumns with Pinned Ends.$tColumns with Other Support Conditions.$tColumns with Eccentric Axial Loads.$tThe Secant Formula for Columns.$tElastic and Inelastic Column Behavior.$tInelastic Bucking.$tDesign Formulas for Columns --$g12.$tReview of Centroids and Moments of Inertia.$tCentroids of Plane Areas.$tCentroids of Composite Areas.$tMoments of Inertia of Plane Areas.$tParallel-Axis Theorem for Moments of Inertia.$tPolar Moments of Inertia.$tProducts of Inertia.$tRotation of Axes.$tPrincipal Axes and Principal Moments of Inertia.$gApp. A.$tSystems of Units and Conversion Factors --$gApp. C.$tMathematical Formulas --$gApp. D.$tProperties of Plane Areas --$gApp. E.$tProperties of Structural-Steel Shapes --$gApp. F.$tProperties of Structural Lumber --$gApp. G.$tDeflections and Slopes of Beams --
505 80 $gApp. H.$tProperties of Materials.
650 0 $aStrength of materials.$0http://id.loc.gov/authorities/subjects/sh85128671
852 00 $bsci$hTA405$i.G44 2001