## Engineering mechanics of materials |

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Page 627

In this case the shearing stress and strain are functions of p, and the element of

volume should be taken as dV = p dp d9 dz, where z is measured along the

length of the shaft and (p, 9) are polar coordinates in the cross section. 13.2

In this case the shearing stress and strain are functions of p, and the element of

volume should be taken as dV = p dp d9 dz, where z is measured along the

length of the shaft and (p, 9) are polar coordinates in the cross section. 13.2

**Solve**...Page 647

Use the Goodman straight line and construct a scaled plot of this line together

with the point on the line associated with your solution to this problem. 13 .35

and Ny ...

Use the Goodman straight line and construct a scaled plot of this line together

with the point on the line associated with your solution to this problem. 13 .35

**Solve**Problem 13.34 using the Soderberg straight line for yield stress of 65 ksiand Ny ...

Page 714

Use the approach of Problem 14.65 and

x 2 system. Use the method of two successive integrations to formulate the

equations. Determine MB and VB using the equations of statics. 14.67 Refer to

Figure ...

Use the approach of Problem 14.65 and

**solve**for MA and VA by dealing with a 2x 2 system. Use the method of two successive integrations to formulate the

equations. Determine MB and VB using the equations of statics. 14.67 Refer to

Figure ...

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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