## 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 357

What are the maximum in-plane shear stresses t, and t2 at point A? FIGURE P7.

41 7.42 Refer to the system shown in Fig. P7.41 and described in Problem 7.41. If

the absolute

What are the maximum in-plane shear stresses t, and t2 at point A? FIGURE P7.

41 7.42 Refer to the system shown in Fig. P7.41 and described in Problem 7.41. If

the absolute

**maximum shear stress**at point B is 50 MPa, determine the value of ...Page 367

member subjected to any state of stress fails when the absolute

**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 377

Determine the diameter of the shaft so that it does not fail by yielding, using the

Problem 7.73 and find the diameter of the shaft using the energy of distortion

theory ...

Determine the diameter of the shaft so that it does not fail by yielding, using the

**maximum shear stress**theory of failure. 7.74 Assume the same conditions as inProblem 7.73 and find the diameter of the shaft using the energy of distortion

theory ...

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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 | |

14 other sections not shown

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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