## Mechanics of Materials |

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Page 34

the plane of the sectioned area. In order to show how this stress can develop, we

will consider the effect of applying a

supports ...

**Shear**stress has been defined in Sec. 1-3 as the stress component that acts inthe plane of the sectioned area. In order to show how this stress can develop, we

will consider the effect of applying a

**force**P to the bar in Fig. 1-20a. If thesupports ...

Page 381

Note from the discussion of "Limitations on the Use of the Shear Formula" that the

calculated value for both tb> and tb will ... The

determined by first computing the

...

Note from the discussion of "Limitations on the Use of the Shear Formula" that the

calculated value for both tb> and tb will ... The

**shear force**in the web will bedetermined by first computing the

**shear force**in each flange and then subtracting...

Page 411

The box girder is subjected to a shear of V = 15 kN. De- 7-65. A

18 kN is applied to the symmetric termine (a) the shear flow developed at point B

and (b) the maxi- box girder. Determine the shear flow at A and B. mum shear ...

The box girder is subjected to a shear of V = 15 kN. De- 7-65. A

**shear force**of V =18 kN is applied to the symmetric termine (a) the shear flow developed at point B

and (b) the maxi- box girder. Determine the shear flow at A and B. mum shear ...

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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