## Mechanics of Materials |

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Page 16

Determine the

the shaft. The support bearings at A and B allow free turning of the shaft. tions ...

Determine the

**resultant internal**loadings on the cross sec- 1-6. Determine the**resultant internal**torque acting on the cross sections through points C and D onthe shaft. The support bearings at A and B allow free turning of the shaft. tions ...

Page 17

If the platform and worker have a total weight of 275 lb and center of gravity at G,

determine the

11. Solve Prob. 1-10 for the internal loadings on the cross section at point F. *l- ...

If the platform and worker have a total weight of 275 lb and center of gravity at G,

determine the

**resultant internal**loadings acting on the cross section at point E. 1-11. Solve Prob. 1-10 for the internal loadings on the cross section at point F. *l- ...

Page 18

Determine the

points D and E of the frame. 150 lb/ft 1-21. The 800-lb load is being hoisted at a

constant speed using the motor M, which has a weight of 90 lb. Determine the ...

Determine the

**resultant internal**loadings on the cross sections located throughpoints D and E of the frame. 150 lb/ft 1-21. The 800-lb load is being hoisted at a

constant speed using the motor M, which has a weight of 90 lb. Determine the ...

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### Contents

Contents | 1 |

Strain | 67 |

Mechanical Properties of Materials | 83 |

Copyright | |

16 other sections not shown

### Common terms and phrases

allowable shear stress aluminum angle of twist Applying Eq assumed average normal stress axes axial force axial load beam is subjected beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation deter Determine the maximum diameter distributed load Draw the shear elastic curve Example factor of safety free-body diagram Hooke's law inertia internal loadings kip/ft length linear-elastic loading shown material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal strain plane stress plastic positive principal stresses radius resultant internal sectional area segment shaft shear center shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram tensile tensile stress thickness torque torsional tube vertical yield zero