## Engineering mechanics of materials |

### From inside the book

Results 1-3 of 50

Page 51

Cut a vertical section 5 ft to the right of A and compute the axial force, shear, and

moment acting at this section by considering both left and right free-body

diagrams. Compare these values to those shown on your diagrams. 40

77777, ...

Cut a vertical section 5 ft to the right of A and compute the axial force, shear, and

moment acting at this section by considering both left and right free-body

diagrams. Compare these values to those shown on your diagrams. 40

**k**-**ft**20 k77777, ...

Page 162

20

is shown in Figure H4.3. Determine the maximum shearing stress in this shaft

and plot the variation of shearing stress along a typical radial line of the shaft.

20

**k**-**ft**Di = 6 in. D2 = 8 in. 4**k**-**ft**-2 t't- -6 ft- FIGURE H4.2 43 A hollow circular shaftis shown in Figure H4.3. Determine the maximum shearing stress in this shaft

and plot the variation of shearing stress along a typical radial line of the shaft.

Page 163

1 0 k-f t 3 Uniformly distributed torque 2

J FIGURE H4.7 4.8 A hollow shaft is subjected to the torques shown in Figure H4.

8. Plot the variation of torque versus a longitudinal coordinate measured along ...

1 0 k-f t 3 Uniformly distributed torque 2

**k**—**ft**/ft >. 0 )))")) ) r ) -' At D^4 in. I B U in ftJ FIGURE H4.7 4.8 A hollow shaft is subjected to the torques shown in Figure H4.

8. Plot the variation of torque versus a longitudinal coordinate measured along ...

### What people are saying - Write a review

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

### Contents

Introduction | 1 |

Torsionally Loaded Members in Equilibrium | 14 |

Shear and Bending Moment in Beams | 23 |

Copyright | |

19 other sections not shown

### Other editions - View all

### Common terms and phrases

absolute maximum shear allowable stress aluminum angle of twist applied Assume axes 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 strains 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