## 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. |

### From inside the book

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Page 53

1 .3) Refer to

lower end of part B. 1.95 (Sec. 1.3) Refer to

choosing an origin for x at the upper end of segment A. 1.% (Sec. 1 .3) Refer to ...

1 .3) Refer to

**Problem**1.9 (p. 1 1) and**solve**it by choosing an origin for x at thelower end of part B. 1.95 (Sec. 1.3) Refer to

**Problem**1.14 (p. 12) and**solve**it bychoosing an origin for x at the upper end of segment A. 1.% (Sec. 1 .3) Refer to ...

Page 428

8.3) Change the length of the column from 18.0 ft to 20.0 ft and

8.16 (p. 405). 8.67 (Sec. 8.3)

which E = 29 x 106 psi and <rp = 45 ksi. 8.68 (Sec. 8.3) Refer to Problem 8.20 (p.

8.3) Change the length of the column from 18.0 ft to 20.0 ft and

**solve Problem**8.16 (p. 405). 8.67 (Sec. 8.3)

**Solve Problem**8.17 (p. 405) for a steel alloy forwhich E = 29 x 106 psi and <rp = 45 ksi. 8.68 (Sec. 8.3) Refer to Problem 8.20 (p.

Page 587

Design details are such that stress concentrations need not be considered.

ADDITIONAL CHAPTER

567) and

Design details are such that stress concentrations need not be considered.

ADDITIONAL CHAPTER

**PROBLEMS**12.61 (Sec. 12.3) Refer to**Problem**12.1 (p.567) and

**solve**it for h = 3 in. rather than h = 6 in. 12.62 (Sec. 12.3) Refer to**Problem**...### 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 | |

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