## 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 204

If it is assumed that b < h, then the moment of inertia with respect to the horizontal

axis of symmetry (i.e., fr/i3/12) is larger than that with respect to the

symmetry (i.e., hb3/\2). Therefore, the horizontal axis of symmetry is the u axis ...

If it is assumed that b < h, then the moment of inertia with respect to the horizontal

axis of symmetry (i.e., fr/i3/12) is larger than that with respect to the

**vertical**axis ofsymmetry (i.e., hb3/\2). Therefore, the horizontal axis of symmetry is the u axis ...

Page 243

PROBLEMS 5.50-5.52 A 20-ft simply supported beam carries a 100-k

concentrated

centroidal axis of inertia for the cross-sectional area of the beam. Find the

magnitude of the ...

PROBLEMS 5.50-5.52 A 20-ft simply supported beam carries a 100-k

concentrated

**vertical**load at midspan the plane of which contains the v principalcentroidal axis of inertia for the cross-sectional area of the beam. Find the

magnitude of the ...

Page 245

(a) Determine the magnitude of the

section at a location along the beam an infinitesimal distance to the left of the left

support. (b) Find the magnitude of the maximum

(a) Determine the magnitude of the

**vertical**shear stress 5 in. below the top of thesection at a location along the beam an infinitesimal distance to the left of the left

support. (b) Find the magnitude of the maximum

**vertical**shear stress at a ...### 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