## 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 269

EXAMPLE 6.2 The function v = f(x), which will be determined by two successive

integrations of the appropriate differential

differentiable. The first derivative of this function with respect to x, dv/dx,

represents the ...

EXAMPLE 6.2 The function v = f(x), which will be determined by two successive

integrations of the appropriate differential

**equation**, is continuous anddifferentiable. The first derivative of this function with respect to x, dv/dx,

represents the ...

Page 320

tions would then be applied to each of the three beam segments, yielding three

slope and three deflection

constants of integration. Consequently, six boundary and matching conditions

would ...

tions would then be applied to each of the three beam segments, yielding three

slope and three deflection

**equations**. These six**equations**would contain sixconstants of integration. Consequently, six boundary and matching conditions

would ...

Page 413

where A0 is the amplitude or midpoint deflection of the column of length L. Write

the governing differential

differential

where A0 is the amplitude or midpoint deflection of the column of length L. Write

the governing differential

**equation**, state the boundary conditions, and solve thisdifferential

**equation**subject to these conditions. 8.27 A pin-ended column is ...### 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 | |

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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