## 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 211

C10X 30 channel FIGURE P5.26 5.3 Flexural Stresses due to Symmetric

subjected to

loads with ...

C10X 30 channel FIGURE P5.26 5.3 Flexural Stresses due to Symmetric

**Bending**of Beams By definition, a beam is a long and slender member that issubjected to

**bending**action. Depending upon the position and orientation of theloads with ...

Page 249

Thus the unsymmetric

cases of symmetric

simultaneously. This concept will be used later in determining the flexural stress

produced under ...

Thus the unsymmetric

**bending**problem may be considered as two separatecases of symmetric

**bending**produced by Mu and Mv and occurringsimultaneously. This concept will be used later in determining the flexural stress

produced under ...

Page 250

1 3f for tan /? leads to tan p = y tan <j> (5.13f) (5.14) Equation 5.14 determines

the orientation, from the u principal centroidal axis of inertia, of the neutral axis for

unsymmetric

1 3f for tan /? leads to tan p = y tan <j> (5.13f) (5.14) Equation 5.14 determines

the orientation, from the u principal centroidal axis of inertia, of the neutral axis for

unsymmetric

**bending**in terms of the principal centroidal moments of inertia /u ...### 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