## 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 172

10 ft 20 k-ft FIGURE P4.6 4.7 A stepped shaft is

variation of torque versus a longitudinal coordinate measured along the axis of

the shaft. Determine the maximum shearing stresses in segments AB, BC, and

CD of ...

10 ft 20 k-ft FIGURE P4.6 4.7 A stepped shaft is

**depicted in Fig**. P4.7. Plot thevariation of torque versus a longitudinal coordinate measured along the axis of

the shaft. Determine the maximum shearing stresses in segments AB, BC, and

CD of ...

Page 178

4.18 Refer to segment AB of the shaft

construct Mohr's circle for stress for an element taken from the shaft surface. State

maximum and minimum normal stresses for this element of segment AB and

sketch the ...

4.18 Refer to segment AB of the shaft

**depicted in Fig**. P4.13 (p. 173) andconstruct Mohr's circle for stress for an element taken from the shaft surface. State

maximum and minimum normal stresses for this element of segment AB and

sketch the ...

Page 300

SOLUTION (a) The solution is

diagrams are

to check these equations and the moment diagram. (b) The solution is

SOLUTION (a) The solution is

**depicted in Fig**. 6.8(d). Appropriate free-bodydiagrams are

**shown in Fig**. 6.8(b) and (c). It is left as an exercise for the studentto check these equations and the moment diagram. (b) The solution is

**depicted in****Fig**.### 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