## Engineering mechanics of materials |

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Page 147

If the behavior of the material is assumed to be within the range of proportionality

between stress and strain,

0.01 m dimension. (c) The axial stress in the bar. (d) The maximum shearing ...

If the behavior of the material is assumed to be within the range of proportionality

between stress and strain,

**determine**: (a) Poisson's ratio. (b) The final value of the0.01 m dimension. (c) The axial stress in the bar. (d) The maximum shearing ...

Page 209

(b)

shearing stress- strain curve. (d)

m ...

(b)

**Determine**the shearing modulus of elasticity. (c) Plot the linear portion of theshearing stress- strain curve. (d)

**Determine**the modulus of resilience. (e)**Determine**the modulus of rupture. Circular cylindrical specimen: Diameter: 0.065m ...

Page 604

Homework Problems 12.23 The fixed-end beam shown in Figure H 12.23 will

form a pseudo-mechanism when plastic hinges form at A, B, and C.

the fully plastic load P„ for Mp = 800 k-in. -20 ft- 10 ft - FIGURE H12.23 12.24 A ...

Homework Problems 12.23 The fixed-end beam shown in Figure H 12.23 will

form a pseudo-mechanism when plastic hinges form at A, B, and C.

**Determine**the fully plastic load P„ for Mp = 800 k-in. -20 ft- 10 ft - FIGURE H12.23 12.24 A ...

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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