## Mechanics of Materials |

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Page 304

6-16 has a rectangular cross section subjected to the uniform distributed load.

absolute stress at points A and B.

A ...

6-16 has a rectangular cross section subjected to the uniform distributed load.

**Determine**the bending with a base of 4 in. and a height of 8 in.,**determine**theabsolute stress at points A and B.

**maximum**bending stress in the beam. 1.5 kip/ftA ...

Page 547

If a part made of this material is subjected to the state of plane stress shown,

10-84 using the

If a part made of this material is subjected to the state of plane stress shown,

**determine**if it fails according to Mohr's failure criterion. 10-85. theory. Solve Prob.10-84 using the

**maximum**-shear-stress 10-86. The element is subjected to the ...Page 746

onto the end of the A-36 steel W 6 x 12 beam without exceeding a maximum

elastic stress of 36 ksi in the beam. 14-57. The 80-lb weight is dropped from rest

at a ...

**Determine the maximum**height h from which an 80-lb weight can be droppedonto the end of the A-36 steel W 6 x 12 beam without exceeding a maximum

elastic stress of 36 ksi in the beam. 14-57. The 80-lb weight is dropped from rest

at a ...

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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