## Mechanics of Materials |

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Page 385

If the allowable shear stress is Tanow = 400 psi,

mine the intensity w of the largest distributed load that can be applied to the

beam. 4 in. 1.5 in. Probs. 7-16/7-17 Probs. 7-19/7-20 8 in. 7-21. Railroad ties

must be ...

If the allowable shear stress is Tanow = 400 psi,

**deter**- reactions on the beam.mine the intensity w of the largest distributed load that can be applied to the

beam. 4 in. 1.5 in. Probs. 7-16/7-17 Probs. 7-19/7-20 8 in. 7-21. Railroad ties

must be ...

Page 411

shear stress at points A and B and compute the maximum termine the shear flow

at points A and B. shear stress in the beam. There is a very small gap at C. *7-64.

**Deter**- 7-63. The beam is subjected to a shear force of V = 5 kip. De- mine theshear stress at points A and B and compute the maximum termine the shear flow

at points A and B. shear stress in the beam. There is a very small gap at C. *7-64.

Page 416

shear flow at point A. the shear flow at points A and B. *7-96. The H-beam is

subjected to a shear of V = 80 kN. *7-92. The aluminum strut is 10 mm thick and

has ...

**Deter**- tion shown. If it is subjected to a shear of V = 150 N, determine mine theshear flow at point A. the shear flow at points A and B. *7-96. The H-beam is

subjected to a shear of V = 80 kN. *7-92. The aluminum strut is 10 mm thick and

has ...

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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