## Engineering mechanics of materials |

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Page 92

where e, and e3 are interpreted as the algebraic maximum and algebraic

minimum values, respectively, of the

important that one labels the three

with the ...

where e, and e3 are interpreted as the algebraic maximum and algebraic

minimum values, respectively, of the

**principal strains**at the point. It is, therefore,important that one labels the three

**principal strains**properly and in accordancewith the ...

Page 98

Determine: (») y*y (b) The

maximum shear strain at the point, and define the orthogonal axes corresponding

to this strain. 2.37 The equiangular (60°) rosette is one in which the three strain ...

Determine: (») y*y (b) The

**principal strains**and their directions. (c) The absolutemaximum shear strain at the point, and define the orthogonal axes corresponding

to this strain. 2.37 The equiangular (60°) rosette is one in which the three strain ...

Page 368

Thus the maximum principal stress theory is generally used to predict failure of

brittle materials such as cast iron when subjected to complex stress conditions.

The Maximum

predicts ...

Thus the maximum principal stress theory is generally used to predict failure of

brittle materials such as cast iron when subjected to complex stress conditions.

The Maximum

**Principal Strain**Theory The maximum**principal strain**theorypredicts ...

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### Contents

Introduction | 1 |

Torsionally Loaded Members in Equilibrium | 14 |

Shear and Bending Moment in Beams | 23 |

Copyright | |

19 other sections not shown

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### Common terms and phrases

absolute maximum shear allowable stress aluminum angle of twist applied Assume axes axial force axially loaded beam shown bending cantilever beam Castigliano's second theorem circular column components compressive Compute constant construct coordinate cross section cross-sectional area cylinder deflection deformation depicted in Figure Determine diameter differential elastic curve equal equation equilibrium factor of safety flexural stress free-body diagram function given by Eq Homework Problems k-ft k-in kN-m length longitudinal material maximum shear stress modulus of elasticity Mohr's circle neutral axis normal stress obtained perpendicular plane stress plot principal centroidal axis principal strains principal stresses radius Refer to Figure respect rotation section a-a segment shear center shear force shear strain shown in Figure slope solution Solve static statically indeterminate steel stress element subjected Substitution tension tion torque torsional uniform load vertical yield strength yield stress zero