Applied Strength Of Materials 6Th Edn by Robert Mott, Taylor & Francis

Description

Taylor & Francis Applied Strength Of Materials 6Th Edn by Robert Mott

Designed for a first course in strength of materials, Applied Strength of Materials has long been the bestseller for Engineering Technology programs because of its comprehensive coverage, and its emphasis on sound fundamentals, applications, and problem-solving techniques. The combination of clear and consistent problem-solving techniques, numerous end-of-chapter problems, and the integration of both analysis and design approaches to strength of materials principles prepares students for subsequent courses and professional practice. The fully updated Sixth Edition. Built around an educational philosophy that stresses active learning, consistent reinforcement of key concepts, and a strong visual component, Applied Strength of Materials, Sixth Edition continues to offer the readers the most thorough and understandable approach to mechanics of materials._x000D_ _x000D_ Preface_x000D_ _x000D_ _x000D_ Basic Concepts in Strength of Materials_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objective of This Book - To Ensure Safety_x000D_ _x000D_ _x000D_ Objectives of This Chapter_x000D_ _x000D_ _x000D_ Problem-solving Procedure_x000D_ _x000D_ _x000D_ Basic Unit Systems_x000D_ _x000D_ _x000D_ Relationship Among Mass, Force, and Weight_x000D_ _x000D_ _x000D_ The Concept of Stress_x000D_ _x000D_ _x000D_ Direct Normal Stress_x000D_ _x000D_ _x000D_ Stress Elements for Direct Normal Stresses_x000D_ _x000D_ _x000D_ The Concept of Strain_x000D_ _x000D_ _x000D_ Direct Shear Stress_x000D_ _x000D_ _x000D_ Stress Element for Shear Stresses_x000D_ _x000D_ _x000D_ Preferred Sizes and Standard Shapes_x000D_ _x000D_ _x000D_ Experimental and Computational Stress_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Design Properties of Materials _x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of This Chapter_x000D_ _x000D_ _x000D_ Design Properties of Materials_x000D_ _x000D_ _x000D_ Steel_x000D_ _x000D_ _x000D_ Cast Iron_x000D_ _x000D_ _x000D_ Aluminum_x000D_ _x000D_ _x000D_ Copper, Brass, and Bronze_x000D_ _x000D_ _x000D_ Zinc, Magnesium, Titanium, and Nickel-Based Alloys_x000D_ _x000D_ _x000D_ Nonmetals in Engineering Design_x000D_ _x000D_ _x000D_ Wood_x000D_ _x000D_ _x000D_ Concrete_x000D_ _x000D_ _x000D_ Plastics_x000D_ _x000D_ _x000D_ Composites_x000D_ _x000D_ _x000D_ Materials Selection_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Direct Stress, Deformation, and Design_x000D_ _x000D_ _x000D_ The Big Picture and Activity_x000D_ _x000D_ _x000D_ Objectives of this Chapter_x000D_ _x000D_ _x000D_ Design of Members under Direct Tension or Compression_x000D_ _x000D_ _x000D_ Design Normal Stresses_x000D_ _x000D_ _x000D_ Design Factor_x000D_ _x000D_ _x000D_ Design Approaches and Guidelines for Design Factors_x000D_ _x000D_ _x000D_ Methods of Computing Design Stress_x000D_ _x000D_ _x000D_ Elastic Deformation in Tension and Compression Members_x000D_ _x000D_ _x000D_ Deformation Due to Temperature Changes_x000D_ _x000D_ _x000D_ Thermal Stress_x000D_ _x000D_ _x000D_ Members Made of More Than One Material_x000D_ _x000D_ _x000D_ Stress Concentration Factors for Direct Axial Stresses_x000D_ _x000D_ _x000D_ Bearing Stress_x000D_ _x000D_ _x000D_ Design Bearing Stress_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Design for Direct Shear, Torsional Shear, and Torsional Deformation_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of This Chapter _x000D_ _x000D_ _x000D_ Design for Direct Shear Stress_x000D_ _x000D_ _x000D_ Torque, Power, and Rotational Speed_x000D_ _x000D_ _x000D_ Torsional Shear Stress in Members with Circular Cross Sections_x000D_ _x000D_ _x000D_ Development of the Torsional Shear Stress Formula_x000D_ _x000D_ _x000D_ Polar Moment of Inertia for Solid Circular Bars_x000D_ _x000D_ _x000D_ Torsional Shear Stress and Polar Moment of Inertia for Hollow Circular Bars_x000D_ _x000D_ _x000D_ Design of Circular Members under Torsion_x000D_ _x000D_ _x000D_ Comparison of Solid and Hollow Circular Members_x000D_ _x000D_ _x000D_ Stress Concentrations in Torsionally Loaded Members_x000D_ _x000D_ _x000D_ Twisting - Elastic Torsional Deformation_x000D_ _x000D_ _x000D_ Torsion in Noncircular Sections_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Shearing Forces and Bending Moments in Beams_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of this Chapter_x000D_ _x000D_ _x000D_ Beam Loading, Supports, and Types of Beams_x000D_ _x000D_ _x000D_ Reactions at Supports_x000D_ _x000D_ _x000D_ Shearing Forces and Bending Moments for Concentrated Loads_x000D_ _x000D_ _x000D_ Guidelines for Drawing Beam Diagrams for Concentrated Loads_x000D_ _x000D_ _x000D_ Shearing Forces and Bending Moments for Distributed Loads_x000D_ _x000D_ _x000D_ General Shapes Found in Bending Moment Diagrams_x000D_ _x000D_ _x000D_ Shearing Forces and Bending Moments for Cantilever Beams_x000D_ _x000D_ _x000D_ Beams with Linearly Varying Distributed Loads_x000D_ _x000D_ _x000D_ Free-Body Diagrams of Parts of Structures_x000D_ _x000D_ _x000D_ Mathematical Analysis of Beam Diagrams_x000D_ _x000D_ _x000D_ Continuous Beams - Theorem of Three Moments_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Centroids and Moments of Inertia of Areas_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of This Chapter_x000D_ _x000D_ _x000D_ The Concept of Centroid - Simple Shapes_x000D_ _x000D_ _x000D_ Centroid of Complex Shapes_x000D_ _x000D_ _x000D_ The Concept of Moment of Inertia_x000D_ _x000D_ _x000D_ Moment of Inertia for Composite Shapes Whose Parts have the Same Centroidal Axis_x000D_ _x000D_ _x000D_ Moment of Inertia for Composite Shapes - General Case - Use of the Parallel Axis Theorem_x000D_ _x000D_ _x000D_ Mathematical Definition of Moment of Inertia_x000D_ _x000D_ _x000D_ Composite Sections Made from Commercially Available Shapes_x000D_ _x000D_ _x000D_ Moment of Inertia for Shapes with all Rectangular Parts_x000D_ _x000D_ _x000D_ Radius of Gyration_x000D_ _x000D_ _x000D_ Section Modulus_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Stress Due to Bending_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of This Chapter_x000D_ _x000D_ _x000D_ The Flexure Formula_x000D_ _x000D_ _x000D_ Conditions on the Use of the Flexure Formula_x000D_ _x000D_ _x000D_ Stress Distribution on a Cross Section of a Beam_x000D_ _x000D_ _x000D_ Derivation of the Flexure Formula_x000D_ _x000D_ _x000D_ Applications - Beam Analysis_x000D_ _x000D_ _x000D_ Applications - Beam Design and Design Stresses_x000D_ _x000D_ _x000D_ Section Modulus and Design Procedures_x000D_ _x000D_ _x000D_ Stress Concentrations_x000D_ _x000D_ _x000D_ Flexural Center or Shear Center_x000D_ _x000D_ _x000D_ Preferred Shapes for Beam Cross Sections_x000D_ _x000D_ _x000D_ Design of Beams to be Made from Composite Materials_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Shearing Stresses in Beams_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of this Chapter_x000D_ _x000D_ _x000D_ Importance of Shearing Stresses in Beams_x000D_ _x000D_ _x000D_ The General Shear Formula_x000D_ _x000D_ _x000D_ Distribution of Shearing Stress in Beams_x000D_ _x000D_ _x000D_ Development of the General Shear Formula_x000D_ _x000D_ _x000D_ Special Shear Formulas_x000D_ _x000D_ _x000D_ Design for Shear _x000D_ _x000D_ _x000D_ Shear Flow_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Deflection of Beams_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of this Chapter_x000D_ _x000D_ _x000D_ The Need for Considering Beam Deflections_x000D_ _x000D_ _x000D_ General Principles and Definitions of Terms_x000D_ _x000D_ _x000D_ Beam Deflections Using the Formula Method_x000D_ _x000D_ _x000D_ Comparison of the Manner of Support for Beams_x000D_ _x000D_ _x000D_ Superposition Using Deflection Formulas_x000D_ _x000D_ _x000D_ Successive Integration Method_x000D_ _x000D_ _x000D_ Moment-Area Method_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Combined Stresses_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of this Chapter_x000D_ _x000D_ _x000D_ The Stress Element_x000D_ _x000D_ _x000D_ Stress Distribution Created by Basic Stresses_x000D_ _x000D_ _x000D_ Creating the Initial Stress Element_x000D_ _x000D_ _x000D_ Combined Normal Stresses_x000D_ _x000D_ _x000D_ Combined Normal and Shear Stresses_x000D_ _x000D_ _x000D_ Equations for Stresses in Any Direction_x000D_ _x000D_ _x000D_ Maximum Stresses_x000D_ _x000D_ _x000D_ Mohr's Circle for Stress_x000D_ _x000D_ _x000D_ Stress Condition on Selected Planes_x000D_ _x000D_ _x000D_ Special Case in which Both Principal Stresses have the Same Sign_x000D_ _x000D_ _x000D_ Use of Strain-Gage Rosettes to Determine Principal Stress Columns_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Columns_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of this Chapter _x000D_ _x000D_ _x000D_ Slenderness Ratio_x000D_ _x000D_ _x000D_ Transition Slenderness Ratio_x000D_ _x000D_ _x000D_ The Euler Formula for Long Columns_x000D_ _x000D_ _x000D_ The J. B. Johnson Formula for Short Columns_x000D_ _x000D_ _x000D_ Summary - Buckling Formulas_x000D_ _x000D_ _x000D_ Design Factors and Allowable Load_x000D_ _x000D_ _x000D_ Summary - Method of Analyzing Columns_x000D_ _x000D_ _x000D_ Column Analysis Spreadsheet_x000D_ _x000D_ _x000D_ Efficient Shapes for Columns_x000D_ _x000D_ _x000D_ Specifications of the AISC_x000D_ _x000D_ _x000D_ Specifications of the Aluminum Association_x000D_ _x000D_ _x000D_ Non-Centrally Loaded Columns_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Pressure Vessels_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of this Chapter _x000D_ _x000D_ _x000D_ Distinction Between Thin-Walled and Thick-Walled Pressure Vessels_x000D_ _x000D_ _x000D_ Thin-Walled Spheres_x000D_ _x000D_ _x000D_ Thin-Walled Cylinders_x000D_ _x000D_ _x000D_ Thick-Walled Cylinders and Spheres_x000D_ _x000D_ _x000D_ Analysis and Design Procedures for Pressure Vessels_x000D_ _x000D_ _x000D_ Spreadsheet Aid for Analyzing Thick-Walled Spheres and Cylinders_x000D_ _x000D_ _x000D_ Shearing Stress in Cylinders and Spheres_x000D_ _x000D_ _x000D_ Other Design Considerations for Pressure Vessels_x000D_ _x000D_ _x000D_ Composite Pressure Vessels_x000D_ _x000D_ _x000D_ _x000D_ _x000D_ _x000D_ Connections_x000D_ _x000D_ _x000D_ The Big Picture_x000D_ _x000D_ _x000D_ Objectives of this Chapter_x000D_ _x000D_ _x000D_ Modes of Failure for Bolted Joints_x000D_ _x000D_ _x000D_ Design of Bolted Connections_x000D_ _x000D_ _x000D_ Riveted Joints_x000D_ _x000D_ _x000D_ Eccentrically Loaded Riveted and Bolted Joints_x000D_ _x000D_ _x000D_ Welded Joints with Concentric Loads_x000D_ _x000D_ _x000D_ Appendix_x000D_ _x000D_ _x000D_ Answers to Selected Problems_x000D_