PREFACE
1 Stress
1.1 introduction
1.2 equilibrium of a deformablebody
1.3 stress
1.4 average Norrnal stress in an axialy loaded bar
1.5 averge shear stress
1.6 allowabil stress

2 Straln
2.1 deformation
2.2 strain

3 mechanical properties of materials
3.1 the tension and compression test
3.2 the stress-stian diangram
3.3 stress-strain behavior of ductile and brittle materials
3.4 hokes law
3.5 strain energy
3.6 poissons ratio
3.7 the shear stress-strain diagram
3.8 failure of materials due to creep and fatigue

4 axial load
4.1 saint-venants principle
4.2 elastic deformation of an axially loaded member
4.3 principle of superposition
4.4 statically indeterminate axially loaded member
4.5 the forcemethod of analysis for axially loaded members
4.6 thermal stress
4.7 stress concentrations
4.8 inelastic axial deformation
4.9 residual stress

5 torsion
5.1 torsional deformation of a circular shaft
5.2 the torsion formula
5.3 power transmission
5.4 angle of twist
5.5 statically indeterminate torque-loaded members
5.6 solid noncircular shafts
5.7 thin-walled tubes having closed cross section
5.8 stress concentration
5.9 inelastic torsion
5.10 residual sress

6 bending
6.1 shear and moment diagrams
6.2 graphical method for constructing shear and moment diagrams
6.3 bending deformation of a straight member
7　TRANSVERSE SHEAR
7．1Shear in Straight Members
7．2The Shear Formula
7．3Shear Stresses in Beams
7．4Shear Flow in Built．up Members
7．5Shear Flow in Thin-Walied Members
7．6Shear Center

8　COMBINED LOADINGS
8．1 Thin．Walled Vessels
8．2 State of Stress Caused by Combined Loadings

9　STRESS TRANSFORMATION
9．1 Plane．Stress Transformation
9．2General Equations of Plane．Stress Transformation
9．3 Principal Stresses and Maximum In．Plane Shear Stress
9．4Mohr’S Circle——Plane Stress
9．5Stress in Shafts Due to Axial Load and Torsion
9．6Stress Variations Throughout a Prismatic Beam
9．7Absolute Maximum Shear Stress
STRAIN TRANSFORMATION

10．1 Plane Strain
10．2General Equations of Plane．Strain Transformation
10．3Mohr’S Circle——Plane Strain
10．4Absolute Maximum Shear Strain
10．5Strain Rosettes
10．6Material．Property RelatiOnshiDs5
10．7 Theories of Failure

11　DESIGN OF BEAMs AND SHAm
11．1 Basis for Beam Design
11．2 PrismaticBeamDesign
1 1．3 Fully Stressed Beams
11．4 Shaft Design

12　DEFLECTIONS OF BEAMMS AND SHAFIS
12．1The Elastic Curve
12．2Slope and Displacement by Integration
12．3 Discontinuity Functions
12．4Slope and Displacement by the Mome-Area Method
12．5Method of Superposition
12．6Statically Indeterminate Beams and ShaftS
12．7Statically Indeterminate Beams and Shafts-Method of Integration
12．8SmticzUy Indeterminate Beams and Shafts Moment-Area Method
12．9Statically Indeterminate Beams and Shaft-Method of Superposition

13　BUCKLING OF COLUMNS
13．1critical Load
13．2 IdealColumnwithPin Supports
13．3 Columns Having Various Types of Supports
13．4 The Secant Formula
13．5Inelastic BucHing
13．6 Design of Columns for Concentric Loading
13．7 Design of Columns for Eccentric Loading

14 energy methods
A geometric properties of an area
B geomedtrical proprrties of structural shapes
C slopes and deflections of beams
D review for the fundamentals of engineering exam
answers
index