## Mechanics of Materials |

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Page 282

6-14.

throughout the beam as functions of x. 2 kip/ft 10 kip 8 kiP 20 kipft tukip.ft (| 2 kip/ft

...

6-14.

**Draw the shear**and moment diagrams for the beam and 6-17.**Draw the****shear**and moment diagrams for the beam, determine the shear and momentthroughout the beam as functions of x. 2 kip/ft 10 kip 8 kiP 20 kipft tukip.ft (| 2 kip/ft

...

Page 283

6-22. The dead-weight loading along the centerline of the airplane wing is shown

. If the wing is fixed to the fuselage at A, determine the reactions at A , and then

- ...

6-22. The dead-weight loading along the centerline of the airplane wing is shown

. If the wing is fixed to the fuselage at A, determine the reactions at A , and then

**draw the shear**and moment diagram for the wing. 250 lb/ft 3000lb 400 lb/ft .4.5 m- ...

Page 284

beam is subjected to the loading shown.

2 kip 200 lb/ft Prob. 6-26 1 in. *6-28. Determine the placement distance a of the

roller ...

**Draw the shear**and moment diagrams for the beam. Prob. 6-25 6-26. The T-beam is subjected to the loading shown.

**Draw the shear**and moment diagrams.2 kip 200 lb/ft Prob. 6-26 1 in. *6-28. Determine the placement distance a of the

roller ...

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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