## Engineering mechanics of materialsThis book provides the students of various engineering disciplines with a clear and understandable treatment of the concepts of Mechanics of Materials or Strength of Materials. This subject is concerned with the behavior of deformable bodies when subjected to axial, torsional and flexural loads as well as combinations thereof. It is a 3rd, updated edition of the popular undergraduate level textbook useful for students of mechanical, structural, civil, aeronautical and other engineering disciplines. The book is supplied with problems and a solution manual will be available from the authors. |

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Page 367

member subjected to any state of

**Maximum**Shear**Stress**Theory The**maximum**shear**stress**theory states that amember subjected to any state of

**stress**fails when the absolute**maximum**shear**stress**| rmax | in the member reaches the critical value t0 as obtained from the ...Page 568

Determine the

impact loading. Use G = 12.0 x 106 psi. 12.6 Evaluate the integral of Eq. 12.14 (p.

562) and hence verify Eq. 12.15. In this case the shearing

Determine the

**maximum**torque and angle of rotation of this shaft due to thisimpact loading. Use G = 12.0 x 106 psi. 12.6 Evaluate the integral of Eq. 12.14 (p.

562) and hence verify Eq. 12.15. In this case the shearing

**stress**and strain are ...Page 570

Stress concentrations and energy losses are to be ignored in your analysis. For

W = 10 lb., h = 5 in., L = 16 in., and E = 10 x 106 psi, find the

deflection for each of the rods due to impact. Compare the results and choose ...

Stress concentrations and energy losses are to be ignored in your analysis. For

W = 10 lb., h = 5 in., L = 16 in., and E = 10 x 106 psi, find the

**maximum stress**anddeflection for each of the rods due to impact. Compare the results and choose ...

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### Contents

Stress Strain and Their Relationships | 60 |

Stresses and Strains in Axially Loaded Members | 121 |

Torsional Stresses Strains and Rotations | 159 |

Copyright | |

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### Common terms and phrases

absolute maximum shear aluminum angle of twist applied Assume axial force axially loaded beam shown bending cantilever beam Castigliano's second theorem column compressive constant coordinate cross section cross-sectional area cylinder deflection deformation depicted in Fig elastic curve equal equation equilibrium Euler EXAMPLE factor of safety FIGURE flexural stress FORTRAN free-body diagram function given by Eq k-ft k-in kN-m lb/ft length longitudinal material maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal stress obtained perpendicular plane stress condition plot positive principal centroidal axis principal strains principal stresses radius ratio reactions Refer to Fig respect rotation shear force shear strain shown in Fig simply supported beam slope SOLUTION Solve Problem statically indeterminate steel stress concentration stress element subjected torque torsional uniform load vertical yield strength yield stress zero