## Mechanics of Materials |

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Page 304

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 the

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 the

absolute stress at points A and B.

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

Page 348

The allowable

symmetric notched plate is subjected to

10 mm and the applied moment is M = 2 kN • m, determine the

...

The allowable

**bending stress**for the material is aMow = 180 MPa. 6-147. Thesymmetric notched plate is subjected to

**bending**. If the radius of each notch is r =10 mm and the applied moment is M = 2 kN • m, determine the

**maximum bending**...

Page 555

At this "critical" section, where the internal moment is a

not be ...

At this "critical" section, where the internal moment is a

**maximum**, the shear**stress**at the web-flange junction will often be rather small compared with the**bending stress*** Consequently, the**maximum**principal**stress**at these points willnot be ...

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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