Chapter 1. Introduction and Review of Statics.
1-1 INTRODUCTION.
1-2 CLASSIFICATION OF FORCES.
1-3 EQUILIBRIUM OF A RIGID BODY.
1-4 EQUILIBRIUM OF A DEFORMABLE BODY.
1-5 INTERNAL FORCES.
SUMMARY.
Chapter 2. Analysis of Stress: Concepts and Definitions.
2-1 INTRODUCTION.
2-2
NORMAL STRESS UNDER AXIAL LOADING.
2-3 SHEARING STRESS IN CONNECTIONS.
2-4 BEARING STRESS.
2-5 UNITS OF STRESS.
2-6 STRESSES ON AN INCLINED PLANE IN AN AXIALLY LOADED MEMBER.
2-7 STRESS AT A
GENERAL POINT IN AN ARBITRARILY LOADED MEMBER.
2-8 TWO-DIMENSIONAL OR PLANE STRESS.
2-9 THE STRESS TRANSFORMATION EQUATIONS FOR PLANE STRESS.
2-10 PRINCIPAL STRESSES AND MAXIMUM SHEARING STRESS—PLANE STRESS.
2-11 MOHR’S CIRCLE FOR PLANE STRESS.
2-12 GENERAL STATE OF STRESS AT A POINT.
SUMMARY.
Chapter 3. Analysis of Strain: Concepts and Definitions.
3-1 INTRODUCTION.
3-2 DISPLACEMENT, DEFORMATION, AND STRAIN.
3-3 THE STATE OF
STRAIN AT A POINT.
3-4 THE STRAIN TRANSFORMATION EQUATIONS FOR PLANE STRAIN.
3-5 PRINCIPAL STRAINS AND MAXIMUM SHEAR STRAIN.
3-6 MOHR’S CIRCLE FOR PLANE STRAIN.
3-7 STRAIN MEASUREMENT AND ROSETTE ANALYSIS.
SUMMARY.
Chapter 4. Material Properties and Stress-Strain Relationships.
4-1 INTRODUCTION.
4-2 STRESS-STRAIN DIAGRAMS.
4-3 GENERALIZED HOOKE’S LAW.
4-4 THERMAL STRAIN.
4-5 STRESS-STRAIN EQUATIONS FOR ORTHOTROPIC MATERIALS.
SUMMARY.
Chapter 5. Axial Loading Applications and Pressure Vessels.
5-1 INTRODUCTION.
5-2 DEFORMATION OF AXIALLY LOADED MEMBERS.
5-3 DEFORMATIONS IN A SYSTEM OF AXIALLY LOADED BARS.
5-4 STATICALLY INDETERMINATE AXIALLY LOADED MEMBERS.
5-5 THERMAL EFFECTS.
5-6 STRESS CONCENTRATIONS.
5-7 INELASTIC BEHAVIOR OF AXIALLY LOADED MEMBERS.
5-8 THIN-WALLED PRESSURE VESSELS.
5-9 COMBINED EFFECTS—AXIAL AND PRESSURE LOADS.
5-10 THICK-WALLED CYLINDRICAL PRESSURE VESSELS.
5-11 DESIGN.
SUMMARY.
Chapter 6. Torsional Loading of Shafts.
6-1 INTRODUCTION.
6-2 TORSIONAL SHEARING STRAIN.
6-3 TORSIONAL SHEARING STRESS—THE ELASTIC TORSION FORMULA.
6-4 TORSIONAL DISPLACEMENTS.
6-5 STRESSES ON OBLIQUE PLANES.
6-6 POWER TRANSMISSION.
6-7 STATICALLY INDETERMINATE MEMBERS.
6-8 COMBINED LOADING—AXIAL, TORSIONAL, AND PRESSURE VESSEL.
6-9 STRESS CONCENTRATIONS IN CIRCULAR SHAFTS UNDER TORSIONAL LOADINGS.
6-10 INELASTIC BEHAVIOR OF TORSIONAL MEMBERS.
6-11 TORSION OF NONCIRCULAR SECTIONS.
6-12 TORSION OF THIN-WALLED TUBES—SHEAR FLOW.
6-13 DESIGN PROBLEMS.
SUMMARY.
Chapter 7. Flexural Loading: Stresses in Beams.
7-1 INTRODUCTION.
7-2 FLEXURAL STRAINS.
7-3 FLEXURAL STRESSES.
7-4 THE ELASTIC FLEXURE FORMULA.
7-5 SHEAR FORCES AND BENDING MOMENTS IN BEAMS.
7-6 LOAD, SHEAR FORCE, AND BENDING MOMENT RELATIONSHIPS.
7-7 SHEARING STRESSES IN BEAMS.
7-8 PRINCIPAL STRESSES IN FLEXURAL MEMBERS.
7-9 FLEXURAL STRESSES—UNSYMMETRICAL BENDING.
7-10 STRESS CONCENTRATIONS UNDER FLEXURAL LOADINGS.
7-11 INELASTIC BEHAVIOR OF FLEXURAL MEMBERS.
7-12 SHEARING STRESSES IN THIN-WALLED OPEN SECTIONS—SHEAR CENTER.
7-13 FLEXURAL STRESSES IN BEAMS OF TWO MATERIALS.
7-14 FLEXURAL STRESSES IN REINFORCEDCONCRETE BEAMS.
7-15 FLEXURAL STRESSES IN CURVED BEAMS.
7-16 COMBINED LOADING: AXIAL, PRESSURE, FLEXURAL, AND TORSIONAL.
7-17 DESIGN PROBLEMS.
SUMMARY.
Chapter 8. Flexural Loading: Beam Deflections.
8-1 INTRODUCTION.
8-2 THE DIFFERENTIAL EQUATION OF THE ELASTIC CURVE.
8-3 DEFLECTION BY INTEGRATION.
8-4 DEFLECTIONS BY INTEGRATION OF SHEAR FORCE OR LOAD EQUATIONS.
8-5 SINGULARITY FUNCTIONS.
8-6 DEFLECTIONS BY SUPERPOSITION.
8-7 DEFLECTIONS DUE TO SHEARING STRESS.
8-8 DEFLECTIONS BY ENERGY METHODS—CASTIGLIANO’S THEOREM.
8-9 STATICALLY INDETERMINATE BEAMS.
8-10 DESIGN PROBLEMS.
SUMMARY.
Chapter 9. Columns.
9-1 INTRODUCTION.
9-2 BUCKLING OF LONG, STRAIGHT COLUMNS.
9-3 EFFECTS OF DIFFERENT IDEALIZED END CONDITIONS.
9-4 EMPIRICAL COLUMN FORMULAS—CENTRIC LOADING.
9-5 ECCENTRICALLY LOADED COLUMNS.
9-6 DESIGN PROBLEMS.
SUMMARY.
Chapter 10. Energy Methods and Theories of Failure.
10-1 INTRODUCTION.
PART A: ENERGY METHODS.
10-2 STRAIN ENERGY.
10-3 ELASTIC STRAIN ENERGY FOR VARIOUS LOADS.
10-4 IMPACT LOADING.
PART B: THEORIES OF FAILURE FOR STATIC LOADING.
10-5 INTRODUCTION.
10-6 FAILURE THEORIES FOR DUCTILE MATERIALS.
10-7 FAILURE THEORIES FOR BRITTLE MATERIALS.
SUMMARY.
Appendices.
A. SECOND MOMENTS OF AREA.
B. TABLES OF PROPERTIES.
Answers.
(Available online at the Wiley website www.wiley.com).
Index.
