## Engineering mechanics of materials |

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Page 179

FIGURE 4.15b A Rectangular, Prismatic Shaft Before and After Twisting.

measured from the gear at A. Compute the maximum shearing stress in each

segment of the shaft. Determine the

by an ...

FIGURE 4.15b A Rectangular, Prismatic Shaft Before and After Twisting.

measured from the gear at A. Compute the maximum shearing stress in each

segment of the shaft. Determine the

**angle of twist**of A with respect to B as viewedby an ...

Page 208

(

shearing modulus of elasticity. (c) Plot the linear portion of the shearing stress-

strain curve. (d) Determine the modulus of resilience. (e) Determine the modulus

of ...

(

**Angle of twist**measurements were terminated at 0 = 80°.) (b) Determine theshearing modulus of elasticity. (c) Plot the linear portion of the shearing stress-

strain curve. (d) Determine the modulus of resilience. (e) Determine the modulus

of ...

Page 209

(a) Determine the T-9 plot to scale (

at 9 = 30°). (b) Determine the shearing modulus of elasticity. (c) Plot the linear

portion of the shearing stress- strain curve. (d) Determine the modulus of ...

(a) Determine the T-9 plot to scale (

**angle of twist**measurements were terminatedat 9 = 30°). (b) Determine the shearing modulus of elasticity. (c) Plot the linear

portion of the shearing stress- strain curve. (d) Determine the modulus of ...

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### 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

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### 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