Strength of Materials

CHAPTER 1 Simple Stress
Introduction
Analysis of Internal Forces
Simple Stress
Shearing Stress
Bearing Stress
Thin-Walled Pressure Vessels
CHAPTER 2 Simple Strain
Introduction
Stress-Strain Diagram
Hooke's Law: Axial and Shearing Deformations
Poisson's Ratio: Biaxial and Triaxial Deformations
Statically Indeterminate Members
Thermal Stresses
CHAPTER 3 Torsion
Introduction and Assumptions
Derivation of Torsion Formulas
Flanged Bolt Couplings
Longitudinal Shearing Stress
Torsion of Thin-Walled Tubes, Shear Flow
Helical Springs
CHAPTER 4 Shear and Moment in Beams
Introduction
Shear and Moment
Interpretation of Vertical Shear and Bending Moment
Relations among Load, Shear, and Moment
Moving Loads
CHAPTER 5 Stresses in Beams
Introduction
Derivation of Flexure Formula
Economic Sections
Floor Framing
Unsymmetrical Beams
Analysis of Flexure Action
Derivation of Formula for Horizontal Shearing Stress
Design for Flexure and Shear
Spacing of Rivets or Bolts in Built-up Beams
CHAPTER 6 Beam Deflections
Introduction
Double Integration Method
Theorems of Area-Moment Method
Moment Diagrams by Parts
Deflection of Cantilever Beams
Deflections in Simply Supported Beams
Midspan Deflections
Conjugate-Beam Method
Deflections by the Method of Superposition
CHAPTER 7 Restrained Beams
Introduction
Redundant Supports in Propped and Restrained Beams
Application of Double-Integration and Superposition Methods
Application of Area Moment Method
Restrained Beam Equivalent to Simple Beam with End Moments
Design of Restrained Beams
CHAPTER 8 Continuous Beams
Introduction
Generalized Form of the Three-Moment Equation
Factors for the Three-Moment Equation
Application of the Three-Moment Equation
Reactions of Continuous Beams, Shear Diagrams
Continuous Beams with Fixed Ends
Deflections Determined by the Three-Moment Equation
Moment Distribution
CHAPTER 9 Combined Stresses
Introduction
Combined Axial and Flexural Loads
Kern of a Section; Loads Applied old Axes of Symmetry
Variation of Stress with Inclination of Element
Stress at a Point
Variation of Stress at a Point: Analytical Derivation
Mohr's Circle
Absolute Maximum Shearing Stress
Applications of Mohr's Circle to Combined Loadings
Transformation of Strain Components
The Strain Rosette
Relation Between Modulus of Rigidity and Modulus of Elasticity
CHAPTER 10 Reinforced Beams
Introduction
Beams of Different Materials
Shearing Stress and Deflection in Composite Beams
Reinforced Concrete Beams
Design of Reinforced Concrete Beams
Tee Beams of Reinforced Concrete
Shearing Stress and Bond Stress
CHAPTER 11 Columns
Introduction
Critical Load
Long Columns by Euler's Formula
Limitations of Euler's Formula
Intermediate Columns, Empirical Formulas
Eccentrically Loaded Columns
CHAPTER 12 Riveted, Bolted, and Welded Connections
Introduction
Types of Riveted and Bolted Joints: Definitions
Strength of a Simple Lap Joint: Bearing-Type Connection
Strength of a Complex Butt Joint: Bearing-Type Connection
Stresses in Bearing-Type Connections
Structural Bearing Type Joints
Eccentrically Loaded Bearing-Type Connections
Further Discussion of Bearing- and Friction-Type Connections
Welded Connections
Eccentrically Loaded Welded Connections
CHAPTER 13 Special Topics
Introduction
Repeated Loading, Fatigue
Stress Concentration
Theories of Failure
Energy Methods
Impact or Dynamic Loading
Shearing Stresses in Thin-Walled Members Subjected to Bending, Shear Flow
Shear Center
Unsymmetrical Bending
Curved Beams
Thick-Walled Cylinders
CHAPTER 14 inelastic Action
Introduction
Limit Torque
Limit Moment
Residual Stresses
Limit Analysis
APPENDIX A Moments of Inertia
Definition of Moment of Inertia
Polar Moment of inertia
Radius of Gyration
Transfer Formula for Moment of Inertia
Moments of Inertia by Integration
Moments of Inertia for Composite Areas
Product of Inertia
Product of Inertia Is Zero with Respect to Axes of Symmetry
Transfer Formula for Product of' Inertia
Moments of inertia with Respect to Inclined Axes
Mohr's Circle for Moments of Inertia
Principal Moments of inertia: Principal Axes
APPENDIX B Tables
Average Physical Properties of Common Metals: SI and U.S. Customary Units
Properties of Wide-Flange Sections (W Shapes): SI Units
Properties off-Beam Sections (S Shapes): SI Units
Properties of Channel Sections: SI Units
Properties of Equal Angle Sections: SI Units
Properties of Unequal Angle Sections: SI Units
Properties of Wide-Flange Sections (W Shapes): U.S. Customary Units
Properties of l-Beam Sections (S Shapes): U.S. Customary units
Properties of Channel Sections: U.S. Customary Units
Properties of Equal and Unequal Angle Sections: U.S. Customary Units
Index