## Mechanics of Materials |

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Page 210

A shaft is subjected to a torque T. Compare the effectiveness of using the tube

shown in the figure with that of a solid section of

percent increase in torsional stress and angle of twist per unit length for the tube

...

A shaft is subjected to a torque T. Compare the effectiveness of using the tube

shown in the figure with that of a solid section of

**radius**c. To do this, compute thepercent increase in torsional stress and angle of twist per unit length for the tube

...

Page 248

If the members are connected with a fillet weld of

maximum torque T that can be applied. 5-126. The members are connected with

a fillet weld of

If the members are connected with a fillet weld of

**radius**r = 4 mm, determine themaximum torque T that can be applied. 5-126. The members are connected with

a fillet weld of

**radius**r = 4 mm. Determine the maximum shear stress in the shaft ...Page 535

The shaft has a

torque 7" in the shaft if the two strain gauges, attached to the surface of the shaft,

report strains of ey = -45(10"6) andey =45(10~ in the x and v directions. '). Also ...

The shaft has a

**radius**of 15 mm and is made of L2 tool steel. Determine thetorque 7" in the shaft if the two strain gauges, attached to the surface of the shaft,

report strains of ey = -45(10"6) andey =45(10~ in the x and v directions. '). Also ...

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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