## Engineering mechanics of materials |

### From inside the book

Results 1-3 of 74

Page 162

N-m as D = 0.12 m D3- b r -6 m- 1 5,000 N-m FIGURE H4.1 4.2

of torque versus a longitudinal coordinate meaured along the axis of the shaft ...

**Plot**the variation of shearing stress along a typical radial line of the shaft. 15.000N-m as D = 0.12 m D3- b r -6 m- 1 5,000 N-m FIGURE H4.1 4.2

**Plot**the variationof torque versus a longitudinal coordinate meaured along the axis of the shaft ...

Page 646

Record these values in columns headed N and S. Then prepare the following

together with Figure 13.16 and note why the log S versus log N

Record these values in columns headed N and S. Then prepare the following

**plots**: (a) S versus N. (b) S versus log N (on semilog paper). Observe these**plots**together with Figure 13.16 and note why the log S versus log N

**plot**is to be ...Page 647

Observe these

log N

of the great expenditures of time and money required for assembling fatigue test

...

Observe these

**plots**together with Figure H1 3.32 and note why the log S versuslog N

**plot**is to be preferred.**Plotting**these data should increase your awarenessof the great expenditures of time and money required for assembling fatigue test

...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

Internal Forces in Members | 1 |

Hollow Circular ShaftsAngle of Twist and Shearing Stresses | 157 |

4i5 Power Transmission | 169 |

Copyright | |

7 other sections not shown

### Other editions - View all

### Common terms and phrases

absolute maximum shear allowable stress aluminum angle of twist applied Assume axial force axially loaded beam shown bending cantilever beam Castigliano's second theorem circular column components compressive Compute constant construct coordinate cross section cross-sectional area cylinder deflection deformation depicted in Figure Determine diameter differential elastic curve equal equation equilibrium factor of safety flexural stress free-body diagram function given by Eq Homework Problems k-ft k-in kN-m length longitudinal material maximum shear stress modulus of elasticity Mohr's circle neutral axis normal stress obtained perpendicular plane stress plot principal centroidal axis principal stresses radius Refer to Figure respect rotation section a-a segment shear center shear force shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress element subjected Substitution tension tion torque torsional uniform load vertical yield strength yield stress zero