## Mechanics of Materials |

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Page 78

If a vertical load is applied to the bar AC, which causes 6 = 47°, determine the

displaced to the left by an amount AL, determine the

If a vertical load is applied to the bar AC, which causes 6 = 47°, determine the

**normal strain**in the wire. 2-9. If a load applied to bar AC causes point A to bedisplaced to the left by an amount AL, determine the

**normal strain**in the wire AB.Page 82

Determine the average

2-35. A square piece of material is deformed into the dashed position. Determine

the shear strain y^ at corners A and D. *2-36. A square piece of material is ...

Determine the average

**normal strain**that occurs along the diagonals AC and BD.2-35. A square piece of material is deformed into the dashed position. Determine

the shear strain y^ at corners A and D. *2-36. A square piece of material is ...

Page 500

plane since e . * 0 (a) Plane strain, ... (c) Shear strain y^ shear strain is produced

by the relative rotation of two adjacent sides of the element. Although plane strain

...

**Normal strain**er la) Plane stress, a x , does not cause plane strain in the x-yplane since e . * 0 (a) Plane strain, ... (c) Shear strain y^ shear strain is produced

by the relative rotation of two adjacent sides of the element. Although plane strain

...

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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