## Mechanics of Materials |

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Page 221

5-28 Using a mathematical analysis based on the theory of elasticity, however, it

is possible to determine the shear-stress distribution within a shaft of square

the ...

5-28 Using a mathematical analysis based on the theory of elasticity, however, it

is possible to determine the shear-stress distribution within a shaft of square

**cross section**. Examples of how this shear stress varies along two radial lines ofthe ...

Page 223

In this section we will analyze the effects of applying a torque to a thin-walled

tube having a closed

or slits along its length. Such a tube, having a constant yet arbitrary

In this section we will analyze the effects of applying a torque to a thin-walled

tube having a closed

**cross section**, that is, a tube that does not have any breaksor slits along its length. Such a tube, having a constant yet arbitrary

**cross**-**sectional**...Page 306

Determine the stress created at points A and B. Also, sketch a three-dimensional

view of the stress distribution acting over the

member has the triangular

Determine the stress created at points A and B. Also, sketch a three-dimensional

view of the stress distribution acting over the

**cross section**. M = 300 Ib.ft *6-84. Amember has the triangular

**cross section**shown. Determine the largest internal ...### What people are saying - Write a review

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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