## 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 29

32 and determine the vertical reaction R and the couple C which hold the entire

the fixed support of the cantilever. Find the shear and moment at section A-A by ...

32 and determine the vertical reaction R and the couple C which hold the entire

**cantilever beam**in equilibrium. Note that R and C are the shear and moment atthe fixed support of the cantilever. Find the shear and moment at section A-A by ...

Page 291

The method of superposition of beam deflections is expressed by Eq. 6.15, and it

is readily extended from two loadings to n loadings. In summary ...

The method of superposition of beam deflections is expressed by Eq. 6.15, and it

is readily extended from two loadings to n loadings. In summary ...

**Cantilever****beam**— uniformly distributed loading 6£/u c — (x2 + 6L2 - 4Lx) 24£/ -wL* " = 8£/.Page 299

This method for construction of moment diagrams considers the original beam to

be replaced by a series of

applied forces and reactions of the original beam. Each cantilever is loaded by a

...

This method for construction of moment diagrams considers the original beam to

be replaced by a series of

**cantilever beams**that are loaded by the system ofapplied forces and reactions of the original beam. Each cantilever is loaded by a

...

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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