## Mechanics of Materials |

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Page 16

Determine the resultant

resultant internal torque acting on the cross sections through points C and D on

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 theresultant internal torque acting on the cross sections through points C and D on

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

Page 18

Determine the resultant

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 ...

Page 19

Determine the resultant

resultant

the centroid, point C. cross section at point D in Prob. 1-30. 1.3 Stress In Sec. 1.2

we ...

Determine the resultant

**internal loadings**acting on sec- 1-31. Determine theresultant

**internal loadings**acting on the tion b-b. The section is located throughthe centroid, point C. cross section at point D in Prob. 1-30. 1.3 Stress In Sec. 1.2

we ...

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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