## Engineering mechanics of materials |

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Page 169

4.14 Refer to

Mohr's circle for stress for an element taken from the shaft surface. State

maximum and minimum normal stresses for this element of

sketch the ...

4.14 Refer to

**segment**AB of the shaft depicted in Figure H4.2 and constructMohr's circle for stress for an element taken from the shaft surface. State

maximum and minimum normal stresses for this element of

**segment**AB andsketch the ...

Page 178

State the shaft

twist of each

toward D. 4.31 Refer to Figure H4.29 and construct the torque diagram for this

shaft ...

State the shaft

**segment**where these critical values occur. Determine the angle oftwist of each

**segment**of the shaft as viewed by an observer looking from Atoward D. 4.31 Refer to Figure H4.29 and construct the torque diagram for this

shaft ...

Page 179

FIGURE 4.15a A Circular, Cylindrical Shaft Before and After Twisting. FIGURE

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

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

shaft.

FIGURE 4.15a A Circular, Cylindrical Shaft Before and After Twisting. 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 theshaft.

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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