## Mechanics of Materials |

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Page 92

It may be expressed mathematically as cr = £e (3-5) CT(ksi) Here E represents

the constant of proportionality, which is called the

modulus, after Thomas Young, who published an account of it in 1807. Equation

...

It may be expressed mathematically as cr = £e (3-5) CT(ksi) Here E represents

the constant of proportionality, which is called the

**modulus of elasticity**or Young'smodulus, after Thomas Young, who published an account of it in 1807. Equation

...

Page 100

From the diagram, determine approximately the

2. Data taken from a stress-strain test for a ceramic is given in the tabic. The curve

is linear between the origin and the first point. Plot the curve, and determine ...

From the diagram, determine approximately the

**modulus of elasticity**. Prob. 3-1 3-2. Data taken from a stress-strain test for a ceramic is given in the tabic. The curve

is linear between the origin and the first point. Plot the curve, and determine ...

Page 176

The assembly consists of two bars AB and CD of the same material having a

having a

bars ...

The assembly consists of two bars AB and CD of the same material having a

**modulus of elasticity**Et and coefficient of thermal expansion at, and a bar EFhaving a

**modulus of elasticity**£2 and coefficient of thermal expansion a2. All thebars ...

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### Contents

Contents | 1 |

Strain | 67 |

Mechanical Properties of Materials | 83 |

Copyright | |

16 other sections not shown

### Common terms and phrases

allowable shear stress aluminum angle of twist Applying Eq assumed average normal stress axes axial force axial load beam is subjected beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation deter Determine the maximum diameter distributed load Draw the shear elastic curve Example factor of safety free-body diagram Hooke's law inertia internal loadings kip/ft length linear-elastic loading shown material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal strain plane stress plastic positive principal stresses radius resultant internal sectional area segment shaft shear center shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram tensile tensile stress thickness torque torsional tube vertical yield zero