## 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 239

The

these bolts, and (b) the spacing pE for bolts £ if the magnitude of the

The

**shear force**in the beam is known to be Vv = 30 k. Determine (a) the**shear****force**carried by each of the two bolts marked D and the cross shear stress inthese bolts, and (b) the spacing pE for bolts £ if the magnitude of the

**shear force**...Page 247

The

holes in the computations. 5.68 Refer to the cross-sectional area shown in Fig.

The

**shear force**in the section is known to be V, = 50 kips. Determine the**shear****force**carried by each bolt and the cross shear stress induced in it. Neglect boltholes in the computations. 5.68 Refer to the cross-sectional area shown in Fig.

Page 612

Thus the shearing stress xxu in the upper flange of the channel increases linearly

from zero at the free-surface to its maximum value Vv hw/2Iu at the junction

between the upper flange and the web of the channel where u = vv. The

Thus the shearing stress xxu in the upper flange of the channel increases linearly

from zero at the free-surface to its maximum value Vv hw/2Iu at the junction

between the upper flange and the web of the channel where u = vv. The

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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