## Mechanics of Materials |

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Page 177

In this chapter we will discuss the effects of applying a

straight member such as a shaft or tube. Initially we will consider the member to

have a circular cross section. We will show how to determine both the stress ...

In this chapter we will discuss the effects of applying a

**torsional**loading to a longstraight member such as a shaft or tube. Initially we will consider the member to

have a circular cross section. We will show how to determine both the stress ...

Page 183

However, if the shaft is subjected to a series of external torques, or the polar

moment of inertia changes, then the maximum

could be different from one section to the next. If the absolute maximum

stress ...

However, if the shaft is subjected to a series of external torques, or the polar

moment of inertia changes, then the maximum

**torsional**stress within the shaftcould be different from one section to the next. If the absolute maximum

**torsional**stress ...

Page 236

The maximum shear stress is then determined from the equation (5-21) Here the

occurs at the base of the fillet, Fig. 5-35c. It can be noted from the graph in Fig.

The maximum shear stress is then determined from the equation (5-21) Here the

**torsion**formula is applied to the smaller of the two connected shafts, since Tmaxoccurs at the base of the fillet, Fig. 5-35c. It can be noted from the graph in Fig.

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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