## 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 153

The proportional limit for this steel is 50,000 psi, its

psi, and its Poisson's ratio is 0.30. Determine: (a) The maximum compressive

load that may be applied without exceeding the proportional limit. (b) The

changes ...

The proportional limit for this steel is 50,000 psi, its

**modulus of elasticity**30 x 106psi, and its Poisson's ratio is 0.30. Determine: (a) The maximum compressive

load that may be applied without exceeding the proportional limit. (b) The

changes ...

Page 193

(b) The shearing

FIGURE P4.47 4.48 Initially, the plans for torsional experiments call for solid

circular cylindrical specimens which are 2.00 in. in diameter and have a gage

length ...

(b) The shearing

**modulus of elasticity**. (c) The modulus of resilience. 8 (degrees)FIGURE P4.47 4.48 Initially, the plans for torsional experiments call for solid

circular cylindrical specimens which are 2.00 in. in diameter and have a gage

length ...

Page 194

For the data given below: (a) Find the shearing

equation of the shearing stress-strain line below the yield point. (c) Plot the stress

-strain diagram for shear. (d) Find the modulus of resilience. Circular cylindrical ...

For the data given below: (a) Find the shearing

**modulus of elasticity**. (b) Find theequation of the shearing stress-strain line below the yield point. (c) Plot the stress

-strain diagram for shear. (d) Find the modulus of resilience. Circular cylindrical ...

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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