## 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 114

= 500 x 10" 6 2.58 e, = 500 x 10"6, ey = 300 x 10", y„ = -500 x 10" 2.59 e, = -400 x

10", ey = -250 x 10", yxy= -350 x 10" 2.60-2.62

**Assume**that E = 200 GPa and n = 0.25. 2.57 ex = -300 x 10", ey = 400 x 10", yxy= 500 x 10" 6 2.58 e, = 500 x 10"6, ey = 300 x 10", y„ = -500 x 10" 2.59 e, = -400 x

10", ey = -250 x 10", yxy= -350 x 10" 2.60-2.62

**Assume**plane stress conditions, ...Page 377

compression are numerically identical and equal to 30,000 psi. Determine the

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

...

**Assume**the material to be steel for which the yield strengths, a0, in tension andcompression are numerically identical and equal to 30,000 psi. Determine the

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

...

Page 521

For simplicity,

column and that all three columns are to be the same size. Use steel with a yield

stress of 36 ksi and the AISC equations of Section 8.6.

For simplicity,

**assume**that the loaded area ABCD will be supported by the centercolumn and that all three columns are to be the same size. Use steel with a yield

stress of 36 ksi and the AISC equations of Section 8.6.

**Assume**pin-ended ...### What people are saying - Write a review

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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