## Engineering mechanics of materials |

### From inside the book

Results 1-3 of 92

Page 208

1 4.54 Data from a

yield point as shown in Figure 4.25. For the data given below: (a) Find the

shearing modulus of elasticity. (b) Find the equation of the shearing stress-strain

line ...

1 4.54 Data from a

**torsional**experiment revealed a well-pronounced**torsional**yield point as shown in Figure 4.25. For the data given below: (a) Find the

shearing modulus of elasticity. (b) Find the equation of the shearing stress-strain

line ...

Page 339

For example, Chapter 3 dealt with members subjected only to axial loads,

Chapter 4 with members subjected only to

members subjected only to flexural loads. There are numerous engineering

situations ...

For example, Chapter 3 dealt with members subjected only to axial loads,

Chapter 4 with members subjected only to

**torsional**loads, and Chapter 5 withmembers subjected only to flexural loads. There are numerous engineering

situations ...

Page 766

... 427-35 initially bent, 411-13 slenderness ratio, 397 Combined loads axial and

stresses axial and flexural, 345-55 axial and

flexural, ...

... 427-35 initially bent, 411-13 slenderness ratio, 397 Combined loads axial and

**torsional**, 47 fiexural and axial, 48 flexural axial and**torsional**, 49 Combinedstresses axial and flexural, 345-55 axial and

**torsional**, 339-44**torsional**andflexural, ...

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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