Strength of Materials.

Cover -- Title Page -- Copyright Page -- Dedication -- Preface -- Table of Contents -- Chapter 1 Simple Stresses and Strains -- 1.1 Introduction -- 1.2 Normal Stress and Strain -- 1.3 Shear Stress and Shear Strain -- 1.4 Poisson's Ratio -- 1.5 Stress Strain Diagrams -- 1.6 Hooke's Law -- 1.7 Volumetric Strain (Dilation) -- 1.8 Statically Indeterminate Structures -- 1.9 Thermal Stresses -- Chapter 2 Torsion -- 2.1 Introduction -- 2.2 Torsion of Circular Bars -- 2.3 Power Transmitted by Shaft -- 2.4 Concept of Pure Shear and Complementary Shear -- 2.5 Relation between Elastic Constants E and G -- 2.6 Statically indeterminate Torsional Members -- Chapter 3 Principal Stresses -- 3.1 Introduction -- 3.2 Stresses on an Inclined Plane -- 3.3 Principal Stresses -- 3.4 Maximum Shear Stress -- 3.5 Mohr's Circle -- Chapter 4 Shear Force and Bending Moment -- 4.1 Introduction -- 4.2 Definitions -- 4.3 Types of Beams -- 4.4 Shear Force and Bending Moment -- 4.5 Sign conventions -- 4.6 Shear Force and Bending Moment Diagrams -- 4.7 Relations between Load, Shear Force and Bending Moment -- Chapter 5 Bending Stresses in Beams -- 5.1 Introduction -- 5.2 Bending Stress -- 5.3 Flexure Formula -- 5.4 Composite Beams -- Chapter 6 Shearing Stresses in Beams -- 6.1 Introduction -- 6.2 The Shear Stress Distribution -- 6.3 Shear Stress Distribution in a Rectangular Cross Section -- 6.4 Shear Stress Distribution in a Circular Cross Section -- 6.5 Shear Stress Distribution in a Triangular Cross Section -- 6.6 Shear Stress Distribution in a Symmetrical I Cross Section -- Chapter 7 Deflection in Beams -- 7.1 Introduction -- 7.2 Differential Equation for Deflection of Beams -- 7.3 Moment Area Method -- 7.4 Macaulay's Method -- 7.5 Cantilever Beam subjected to different Loading Conditions -- 7.6 Simply supported Beam subjected to different Loads.

Chapter 8 Statically Indeterminate Beams -- 8.1 Introduction -- 8.2 Analysis by the Differential Equations of Deflection Curve -- 8.3 Analysis by Moment Area Method -- 8.4 Propped cantilever beam subjected to different loading conditions -- 8.5 Fixed Beam Subjected to Different Loading Conditions -- 8.6 A Fixed Beam with Sinking/Yielding Support -- 8.7 Continuous Beam -- Chapter 9 Pressure Vessels -- 9.1 Introduction -- 9.2 Thin spherical Pressure Vessel -- 9.3 Thin cylindrical Pressure Vessel -- 9.4 Thick Cylinders -- 9.5 Lame's equation for Hoop &amp -- Circumferential Stresses -- 9.6 Longitudinal stresses and Maximum Shear Stress -- 9.7 Radial Strain -- 9.8 Compound Cylinder -- 9.9 Necessary difference of Radii for Shrinkage (Shrinkage Allowance) -- Chapter 10 Columns and Struts -- 10.1 Introduction -- 10.2 Buckling -- 10.3 Stability -- 10.4 Slenderness Ratio -- 10.5 Euler's Crippling of Columns for Different End Conditions -- 10.5.1 Euler's Crippling Load for Pinned - Pinned End Condition -- 10.5.2 Euler's Crippling Load for Fixed - Fixed End Condition -- 10.5.3 Euler's Crippling Load for Fixed - Free End Condition -- 10.5.4 Euler's Crippling Load for Fixed - Pinned End Condition -- 10.7 Rankine's Formula -- 10.8 Columns with Eccentric Loading (Secant Formula) -- Chapter 11 Curved Beams -- 11.1 Introduction -- 11.2 Winkler - Bach Formula for Curved Beams -- 11.3 Position of Neutral Axis -- 11.4 Value of H2 -- 11.5 Values of H2 for Different Cross Sections -- 11.5.1 Rectangular Cross Section -- 11.5.2 Circular Cross Section -- 11.5.3 Triangular Cross Section -- 11.5.4 Trapezium Cross Section -- 11.5.5 Un Equal leg I Section -- Chapter 12 Centrifugal Stresses -- 12.1 Introduction -- 12.2 Rotating Ring -- 12.3 Rotating Disc -- 12.4 Disc of Uniform Strength -- 12.5 Rotating Cylinder -- Chapter 13 Shear Center -- 13.1 Introduction -- 13.2 Shear Center.

13.3 Locating the Shear Center for Channel Section -- 13.4 Locating the Shear Center for unequal leg I Cross Section -- 13.5 Locating the Shear Center for a Thin Walled Semi Circular Cross Section -- Chapter 14 Unit Load Method -- 14.1 Introduction -- 14.2 Unit Load Method -- 14.3 Procedure to be followed for Unit Load method for Determining the Deflections -- Chapter 15 Strain Energy Methods -- 15.1 Introduction -- 15.2 Strain Energy -- 15.3 Castigliano's Theorem -- Chapter 16 Solving through ANSYS -- 16.1 Introduction -- 16.2 Approaches in ANSYS Software -- 16.2.1 Preprocessor -- 16.2.2 Solution Processor -- 16.2.3 Postprocessor -- 16.3 Modes of Operation in ANSYS -- 16.4 Description of ANSYS Menus and Windows -- 16.5 ANSYS Help System -- 16.6 Units in ANSYS -- 16.7 ANSYS Preprocessor -- 16.7.1 Title -- 16.7.2 Elements -- 16.7.3 Real Constants -- 16.7.4 Material Properties -- 16.7.5 Modeling -- 16.7.6 Booleans -- 16.7.7 Meshing -- 16.7.8 Boundary Conditions -- 16.8 Solution -- 16.9 General Post Processor -- 16.10 Solved Problems through ANSYS.

This book follows a simple approach, and introduces analytical procedures to analyze various structural members subjected to different types of loading. Note: T& F does not sell or distribute the Hardback in India, Pakistan, Nepal, Bhutan, Bangladesh and Sri Lanka.

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Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.