Cover -- Contents -- Application Sidebars -- 1 Basic Concepts -- 1.1 Introduction: Catastrophic Failures -- 1.2 Fundamental Quantities: Units -- 1.3 SI Style and Usage -- 1.4 Conversion of Units -- 1.5 Numerical Computations -- 1.6 Trigonometric Functions -- 1.7 Trigonometric Formulas -- 1.8 Linear Equations and Determinants -- 2 Resultant of Concurrent Forces in a Plane -- 2.1 Introduction -- 2.2 Graphical Representation of Forces: Vectors -- 2.3 Resultant of Two Concurrent Forces: Vectors -- 2.4 Resultant of Three or More Concurrent Forces -- 2.5 Components of a Force Vector -- 2.6 Resultant of Concurrent Forces by Rectangular Components -- 2.7 Difference of Two Forces: Vector Differences -- 3 Equilibrium of Concurrent Forces in a Plane -- 3.1 Conditions for Equilibrium -- 3.2 Action and Reaction -- 3.3 Space Diagram, Free-Body Diagram -- 3.4 Construction of a Free-Body Diagram -- 3.5 Three Concurrent Forces in Equilibrium -- 3.6 Four or More Forces in Equilibrium -- 3.7 Equilibrium by Rectangular Component Method -- 4 Resultant of Nonconcurrent Forces in a Plane -- 4.1 Introduction -- 4.2 Transmissibility -- 4.3 Moment of a Force -- 4.4 Theorem of Moments -- 4.5 Resultant of Parallel Forces -- 4.6 Resultant of Nonparallel Forces -- 4.7 Moment of a Couple -- 4.8 Resolution of a Force into a Force and Couple -- 4.9 Resultant of Distributed Loading -- 5 Equilibrium of a Rigid Body -- 5.1 Introduction -- 5.2 Support Conditions for Bodies in a Plane -- 5.3 Construction of Free-Body Diagrams -- 5.4 Equations for Equilibrium of a Rigid Body -- 5.5 Equilibrium of a Two-Force Body -- 5.6 Equilibrium of a Three-Force Body -- 5.7 Statical Determinacy and Constraint of a Rigid Body -- 6 Force Analysis of Structures and Machines -- 6.1 Introduction -- 6.2 Simple Plane Trusses -- 6.3 Members Under Special Loading -- 6.4 Method of Joints.

6.5 Graphical Method of Joints -- 6.6 Method of Sections -- 6.7 Frames and Machines -- 6.8 Cables -- 7 Forces in Space -- 7.1 Introduction -- 7.2 Components of a Force in Space -- 7.3 Resultant of Concurrent Forces in Space -- 7.4 Equilibrium of a Concurrent Force System in Space -- 7.5 Moment of a Force About an Axis -- 7.6 Resultant of Parallel Forces in Space -- 7.7 Support Conditions for Bodies in Space -- 7.8 Equilibrium of a Rigid Body in Space -- 8 Friction -- 8.1 Introduction -- 8.2 Dry or Coulomb Friction -- 8.3 Angle of Friction -- 8.4 Wedges -- 8.5 Square-Threaded Screws: Screw Jacks -- 8.6 Axle Friction: Journal Bearings -- 8.7 Special Applications -- 8.8 Rolling Resistance -- 9 Center of Gravity, Centroids, and Moments of Inertia of Areas -- 9.1 Introduction -- 9.2 Center of Gravity -- 9.3 Centroid of a Plane Area -- 9.4 Centroids by Inspection -- 9.5 Centroids of Composite Areas -- 9.6 Centroids of Structural Cross Sections -- 9.7 Moment of Inertia of a Plane Area -- 9.8 Parallel-Axis Theorem -- 9.9 Moment of Inertia of Composite Areas -- 9.10 Polar Moment of Inertia -- 9.11 Radius of Gyration -- 9.12 Determination of Centroids by Integration -- 9.13 Determination of Moments of Inertia by Integration -- 10 Internal Reactions: Stress for Axial Loads -- 10.1 Introduction -- 10.2 Internal Reactions -- 10.3 Stress -- 10.4 Stress in an Axially Loaded Member -- 10.5 Average Shear Stress -- 10.6 Bearing Stress -- 10.7 Problems Involving Normal, Shear, and Bearing Stress -- 10.8 Allowable Stress, Factor of Safety -- 10.9 Further Analysis of Axial Loads: Stresses on Oblique Sections -- 11 Strain for Axial Loads: Hooke's Law -- 11.1 Axial Strain -- 11.2 Tension Test and Stress-Strain Diagram -- 11.3 Hooke's Law -- 11.4 Axially Loaded Members -- 11.5 Statically Indeterminate Axially Loaded Members -- 11.6 Poisson's Ratio.

11.7 Thermal Deformation: Thermally Induced Stress -- 11.8 Additional Mechanical Properties of Materials -- 11.9 Strain and Stress Distributions: Saint-Venant's Principle -- 11.10 Stress Concentrations -- 11.11 Repeated Loading, Fatigue -- 12 Shear Stresses and Strains: Torsion -- 12.1 Introduction -- 12.2 Shearing Stress on Planes at Right Angles -- 12.3 Shearing Strains -- 12.4 Hooke's Law for Shear -- 12.5 Torsion of a Circular Shaft -- 12.6 Further Comments on the Torsion of a Circular Shaft -- 12.7 Problems Involving Deformation and Stress in a Circular Shaft -- 12.8 Torsion Test -- 12.9 Power Transmission -- 12.10 Flange Couplings -- 13 Shear Forces and Bending Moments in Beams -- 13.1 Introduction -- 13.2 Types of Beams -- 13.3 Beam Reactions -- 13.4 Shear Forces and Bending Moments in Beams -- 13.5 Shear-Force and Bending-Moment Diagrams -- 13.6 Relations Among Loads, Shear Forces, and Bending Moments -- 14 Bending and Shearing Stresses in Beams -- 14.1 Introduction -- 14.2 Pure Bending of a Symmetric Beam -- 14.3 Deformation Geometry for a Symmetric Beam in Pure Bending -- 14.4 Hooke's Law: Distribution of Bending Stress -- 14.5 Bending Stress Formula: Flexure Formula -- 14.6 Elastic Section Modulus -- 14.7 Problems Involving the Bending Stress Formula -- 14.8 Shearing Stress in Beams -- 14.9 Horizontal Shearing Stress Formula -- 14.10 Shear Flow Formula -- 14.11 Design of Beams for Strength -- 14.12 Residential Design Using Tabulated Values -- 15 Deflection of Beams Due to Bending -- 15.1 Introduction -- 15.2 Bending-Moment Diagram by Parts -- 15.3 Moment-Area Method -- 15.4 Deflection of a Cantilever Beam by the Moment-Area Method -- 15.5 Deflection of the Simply Supported Beam by the Moment-Area Method -- 15.6 Superposition Method -- 15.7 Beam Deflections Using Computer Software.

15.8 Statically Indeterminate Beams by the Superposition Method -- 15.9 Deflection of Beams by Integration -- 15.10 Singularity Functions -- 16 Combined Stresses and Mohr's Circle -- 16.1 Introduction -- 16.2 Axial Forces and Bending Moments -- 16.3 Unsymmetric Bending -- 16.4 Eccentrically Loaded Members -- 16.5 Plane Stress -- 16.6 Stress Components on an Oblique Plane -- 16.7 Mohr's Circle for Plane Stress -- 16.8 Principal Stresses -- 16.9 Maximum Shear Stress -- 16.10 Axial Stress -- 16.11 Biaxial Stress: Thin-Walled Pressure Vessel -- 16.12 Pure Shear -- 16.13 Combined Stress Problems -- 17 Columns -- 17.1 Introduction -- 17.2 Euler Column Formula -- 17.3 Effective Length of Columns -- 17.4 Further Comments on the Euler Column Formula -- 17.5 Tangent Modulus Theory -- 17.6 Empirical Column Formulas: Design Formulas -- 18 Bolted, Riveted, and Welded Structural Connections -- 18.1 Introduction -- 18.2 Rivets and Bolts -- 18.3 Methods of Failure for Bolted Joints -- 18.4 Axially Loaded Bolted and Riveted Connections -- 18.5 Shear Connections for Building Frames -- 18.6 Welds -- 18.7 Axially Loaded Welds -- Appendix -- Answers to Even-Numbered Problems -- Index -- A -- B -- C -- D -- E -- F -- G -- H -- I -- J -- K -- L -- M -- N -- O -- P -- R -- S -- T -- U -- V -- W -- Y -- Z.

Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2018. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.