## 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 500

discussion of endurance limit. 10.26 Design a solid circular cylindrical shaft to

transmit 1000 kW at 400 rpm. The shaft is to be fabricated of a material with a

shearing ...

**Static**rotation characteristics are satisfactory. Refer to Section 12.4 for adiscussion of endurance limit. 10.26 Design a solid circular cylindrical shaft to

transmit 1000 kW at 400 rpm. The shaft is to be fabricated of a material with a

shearing ...

Page 555

Use of stress concentration factors for

ductile materials will usually be a very conservative approach. Methods

developed in Chapter 1 1 are more suitable for analysis and design of

components ...

Use of stress concentration factors for

**static**loading of components fabricated ofductile materials will usually be a very conservative approach. Methods

developed in Chapter 1 1 are more suitable for analysis and design of

components ...

Page 584

Consider

values: * A 0.0650 > 0.0627 choose D = 0.065 m PROBLEMS 12.31 A member is

subjected to axial tensile loading P which varies from a minimum of 80 k to a ...

Consider

**static**application of the maximum axial force: P S = k Substitute givenvalues: * A 0.0650 > 0.0627 choose D = 0.065 m PROBLEMS 12.31 A member is

subjected to axial tensile loading P which varies from a minimum of 80 k to a ...

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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