## Engineering mechanics of materials |

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Page 75

Note that the circle with the greatest

absolute maximum shear stress, is the one in the <Ti-ct3 plane for which the

stress ...

Note that the circle with the greatest

**radius**, and hence the one providing theabsolute maximum shear stress, is the one in the <Ti-ct3 plane for which the

**radius**is (<r, — <r3)/2 = <r, /2. Thus, once the three principal stresses for a givenstress ...

Page 217

r) + b1 (5.5b) and from Eq. 5.4d, >i =r2c + d2 (5.5c) where rx is the rectangular

with respect to the Y axis, and r0 the polar

axis ...

r) + b1 (5.5b) and from Eq. 5.4d, >i =r2c + d2 (5.5c) where rx is the rectangular

**radius**of gyration with respect to the X axis, rY the rectangular**radius**of gyrationwith respect to the Y axis, and r0 the polar

**radius**of gyration with respect to anaxis ...

Page 225

5.17-5.19 Determine the rectangular, principal centroidal

centroidal polar

and H5.10. 5.20-5.22 Determine, for the sections shown in Figures H5.20, H5.21,

...

5.17-5.19 Determine the rectangular, principal centroidal

**radii**of gyration and thecentroidal polar

**radius**of gyration for the sections shown in Figures H5.8, H5.9,and H5.10. 5.20-5.22 Determine, for the sections shown in Figures H5.20, H5.21,

...

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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