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Cover Art
PRINTED BOOKS
Author Beer, Ferdinand P. (Ferdinand Pierre), 1915-2003.

Title Mechanics of materials / Ferdinand P. Beer, E. Russell Johnston, Jr., John T. DeWolf.

Published Boston : McGraw-Hill Higher Education, [2006]
©2006

Copies

Location Call No. Status
 UniM ERC  620.112 BEER    AVAILABLE
Edition 4th ed.
Physical description xix, 787 pages : illustrations (some colour) ; 26 cm
Contents 1 Introduction-Concept of Stress 2 -- 1.2 A Short Review of the Methods of Statics 2 -- 1.3 Stresses in the Members of a Structure 5 -- 1.4 Analysis and Design 6 -- 1.5 Axial Loading; Normal Stress 7 -- 1.6 Shearing Stress 9 -- 1.7 Bearing Stress in Connections 11 -- 1.8 Application to the Analysis and Design of Simple Structures 12 -- 1.9 Method of Problem Solution 14 -- 1.10 Numerical Accuracy 15 -- 1.11 Stress on an Oblique Plane under Axial Loading 23 -- 1.12 Stress under General Loading Conditions; Components of Stress 24 -- 1.13 Design Considerations 27 -- 2 Stress and Strain-Axial Loading 47 -- 2.2 Normal Strain under Axial Loading 48 -- 2.3 Stress-Strain Diagram 50 -- 2.4 True Stress and True Strain 55 -- 2.5 Hooke's Law; Modulus of Elasticity 56 -- 2.6 Elastic versus Plastic Behavior of a Material 57 -- 2.7 Repeated Loadings; Fatigue 59 -- 2.8 Deformations of Members under Axial Loading 61 -- 2.9 Statically Indeterminate Problems 70 -- 2.10 Problems Involving Temperature Changes 74 -- 2.11 Poisson's Ratio 84 -- 2.12 Multiaxial Loading; Generalized Hooke's Law 85 -- 2.13 Dilatation; Bulk Modulus 87 -- 2.14 Shearing Strain 89 -- 2.15 Further Discussion of Deformations under Axial Loading; Relation among E, v, and G 92 -- 2.16 Stress-Strain Relationships for Fiber-Reinforced Composite Materials 95 -- 2.17 Stress and Strain Distribution under Axial Loading; Saint-Venant's Principle 104 -- 2.18 Stress Concentrations 107 -- 2.19 Plastic Deformations 109 -- 2.20 Residual Stresses 113 -- 3 Torsion 132 -- 3.2 Preliminary Discussion of the Stresses in a Shaft 134 -- 3.3 Deformations in a Circular Shaft 136 -- 3.4 Stresses in the Elastic Range 139 -- 3.5 Angle of Twist in the Elastic Range 150 -- 3.6 Statically Indeterminate Shafts 153 -- 3.7 Design of Transmission Shafts 165 -- 3.8 Stress Concentrations in Circular Shafts 167 -- 3.9 Plastic Deformations in Circular Shafts 172 -- 3.10 Circular Shafts Made of an Elastoplastic Material 174 -- 3.11 Residual Stresses in Circular Shafts 177 -- 3.12 Torsion of Noncircular Members 186 -- 3.13 Thin-Walled Hollow Shafts 189 -- 4 Pure Bending 209 -- 4.2 Symmetric Member in Pure Bending 211 -- 4.3 Deformations in a Symmetric Member in Pure Bending 213 -- 4.4 Stresses and Deformations in the Elastic Range 216 -- 4.5 Deformations in a Transverse Cross Section 220 -- 4.6 Bending of Members Made of Several Materials 230 -- 4.7 Stress Concentrations 234 -- 4.8 Plastic Deformations 243 -- 4.9 Members Made of an Elastoplastic Material 246 -- 4.10 Plastic Deformations of Members with a Single Plane of Symmetry 250 -- 4.11 Residual Stresses 250 -- 4.12 Eccentric Axial Loading in a Plane of Symmetry 260 -- 4.13 Unsymmetric Bending 270 -- 4.14 General Case of Eccentric Axial Loading 276 -- 4.15 Bending of Curved Members 285 -- 5 Analysis and Design of Beams for Bending 308 -- 5.2 Shear and Bending-Moment Diagrams 311 -- 5.3 Relations among Load, Shear, and Bending Moment 322 -- 5.4 Design of Prismatic Beams for Bending 332 -- 5.5 Using Singularity Functions to Determine Shear and Bending Moment in a Beam 343 -- 5.6 Nonprismatic Beams 354 -- 6 Shearing Stresses in Beams and Thin-Walled Members 372 -- 6.2 Shear on the Horizontal Face of a Beam Element 374 -- 6.3 Determination of the Shearing Stresses in a Beam 376 -- 6.4 Shearing Stresses [tau subscript xy] in Common Types of Beams 377 -- 6.5 Further Discussion of the Distribution of Stresses in a Narrow Rectangular Beam 380 -- 6.6 Longitudinal Shear on a Beam Element of Arbitrary Shape 388 -- 6.7 Shearing Stresses in Thin-Walled Members 390 -- 6.8 Plastic Deformations 392 -- 6.9 Unsymmetric Loading of Thin-Walled Members; Shear Center 402 -- 7 Transformations of Stress and Strain 423 -- 7.2 Transformation of Plane Stress 425 -- 7.3 Principal Stresses: Maximum Shearing Stress 428 -- 7.4 Mohr's Circle for Plane Stress 436 -- 7.5 General State of Stress 446 -- 7.6 Application of Mohr's Circle to the Three-Dimensional Analysis of Stress 448 -- 7.7 Yield Criteria for Ductile Materials under Plane Stress 451 -- 7.8 Fracture Criteria for Brittle Materials under Plane Stress 453 -- 7.9 Stresses in Thin-Walled Pressure Vessels 462 -- 7.10 Transformation of Plane Strain 470 -- 7.11 Mohr's Circle for Plane Strain 473 -- 7.12 Three-Dimensional Analysis of Strain 475 -- 7.13 Measurements of Strain; Strain Rosette 478 -- 8 Principal Stresses Under A Given Loading 496 -- 8.2 Principal Stresses in a Beam 497 -- 8.3 Design of Transmission Shafts 500 -- 8.4 Stresses under Combined Loadings 508 -- 9 Deflection of Beams 530 -- 9.2 Deformation of a Beam under Transverse Loading 532 -- 9.3 Equation of the Elastic Curve 533 -- 9.4 Direct Determination of the Elastic Curve from the Load Distribution 538 -- 9.5 Statically Indeterminate Beams 540 -- 9.6 Using Singularity Functions to Determine the Slope and Deflection of a Beam 549 -- 9.7 Method of Superposition 558 -- 9.8 Application of Superposition to Statically Indeterminate Beams 560 -- 9.9 Moment-Area Theorems 569 -- 9.10 Application to Cantilever Beams and Beams with Symmetric Loading 571 -- 9.11 Bending-Moment Diagrams by Parts 573 -- 9.12 Application of Moment-Area Theorems to Beams with Unsymmetric Loadings 582 -- 9.13 Maximum Deflection 584 -- 9.14 Use of Moment-Area Theorems with Statically Indeterminate Beams 586 -- 10 Columns 607 -- 10.2 Stability of Structures 608 -- 10.3 Euler's Formula for Pin-Ended Columns 610 -- 10.4 Extension of Euler's Formula to Columns with Other End Conditions 614 -- 10.5 Eccentric Loading; the Secant Formula 625 -- 10.6 Design of Columns under a Centric Load 636 -- 10.7 Design of Columns under an Eccentric Load 652 -- 11 Energy Methods 670 -- 11.2 Strain Energy 670 -- 11.3 Strain-Energy Density 672 -- 11.4 Elastic Strain Energy for Normal Stresses 674 -- 11.5 Elastic Strain Energy for Shearing Stresses 677 -- 11.6 Strain Energy for a General State of Stress 680 -- 11.7 Impact Loading 693 -- 11.8 Design for Impact Loads 695 -- 11.9 Work and Energy under a Single Load 696 -- 11.10 Deflection under a Single Load by the Work-Energy Method 698 -- 11.11 Work and Energy under Several Loads 709 -- 11.12 Castigliano's Theorem 711 -- 11.13 Deflections by Castigliano's Theorem 712 -- 11.14 Statically Indeterminate Structures 716 -- A Moments of Areas 736 -- B Typical Properties of Selected Materials Used in Engineering 746 -- C Properties of Rolled-Steel Shapes 750 -- D Beam Deflections and Slopes 762 -- E Fundamentals of Engineering Examination 763.
Other author Johnston, E. Russell (Elwood Russell), 1925-2010.
DeWolf, John T.
Subject Strength of materials.
ISBN 0072980907 (acid-free)
0073107956