## 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 215

5.6(c) shows the variation of the bending stress over

deflected beam. As will be shown later, this stress distribution gives rise to a

bending couple which is equal in magnitude to the applied moment M u . It was

stated ...

5.6(c) shows the variation of the bending stress over

**cross section**a'-a' of thedeflected beam. As will be shown later, this stress distribution gives rise to a

bending couple which is equal in magnitude to the applied moment M u . It was

stated ...

Page 226

5.27 L = 4 m, P = 1 5 kN,

FIGURE P5.27 0.12 m and outside diameter is 0.27 m. The beam is subjected to

a concentrated force of 75 kN at midspan. (a) For a location 3 m from the left

support, ...

5.27 L = 4 m, P = 1 5 kN,

**cross section**shown in Fig. P5.27. k0.20m -| 0.20 mFIGURE P5.27 0.12 m and outside diameter is 0.27 m. The beam is subjected to

a concentrated force of 75 kN at midspan. (a) For a location 3 m from the left

support, ...

Page 247

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 bolt

holes in the computations. 5.68 Refer to the

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 bolt

holes in the computations. 5.68 Refer to the

**cross**-**sectional area**shown 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