## Strength of Materials |

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Page 524

to the other so that they will be exactly 90° apart after the twist load is removed .

**Determine**the residual stress pattern after the torque is removed . What will be ...**Determine**the angle through which one of the bent ends must be twisted relativeto the other so that they will be exactly 90° apart after the twist load is removed .

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applied ,

bronze , assume that Syp = 20 , 000 psi and E = 12 X 106 psi . For steel , assume

that Syp = 35 , 000 psi and E = 30 X 106 psi . Ans . 1 . 31 1434 .

applied ,

**determine**the ratio of the limit load to the maximum elastic load . Forbronze , assume that Syp = 20 , 000 psi and E = 12 X 106 psi . For steel , assume

that Syp = 35 , 000 psi and E = 30 X 106 psi . Ans . 1 . 31 1434 .

**Determine**the ...Page 533

that of the cantilever beam ,

Ans . P = 3 2 a 1440 . Two steel beams are mounted at right A angles and in

contact with each other at their midpoints . The upper beam is an 8 WF 17 section

...

that of the cantilever beam ,

**determine**the load P at which collapse impends .Ans . P = 3 2 a 1440 . Two steel beams are mounted at right A angles and in

contact with each other at their midpoints . The upper beam is an 8 WF 17 section

...

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### Contents

List of Symbols and Abbreviations | xvi |

SIMPLE STRAIN | 26 |

TORSION | 60 |

Copyright | |

18 other sections not shown

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### Common terms and phrases

acting actual allowable angle applied assumed axes axial axis beam beam shown bending bending moment cantilever carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation Determine developed diameter direction distance distributed load effect elastic curve element equal equation equivalent expressed flange flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum maximum shearing method midspan moments negative neutral axis normal obtain occurs plane plate positive principal Prob PROBLEMS produce radius reaction reduces reference reinforced relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows slope Solution Solve span steel strain strength supported Table tangent tensile thickness torsional uniformly varies vertical weight weld yield zero