## Strength of Materials |

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Page 84

exceeding a shearing stress of 20 , 000 psi . Use Eq . ( 3 ...

maximum shearing stress developed in a phosphor bronze spring having a mean

diameter of 7 .

**Compute**the number of turns required to permit a stretch of 4 in . withoutexceeding a shearing stress of 20 , 000 psi . Use Eq . ( 3 ...

**Compute**themaximum shearing stress developed in a phosphor bronze spring having a mean

diameter of 7 .

Page 85

Ferdinand Leon Singer.

of 20 , 000 psi in either spring . Use Eq . ( 3 - 9 ) and G = 12 X 106 psi . Ans . P =

1350 lb 350 . If the inner spring in Prob . 349 is made of phosphor bronze , with ...

Ferdinand Leon Singer.

**Compute**the maximum load that will not exceed a stressof 20 , 000 psi in either spring . Use Eq . ( 3 - 9 ) and G = 12 X 106 psi . Ans . P =

1350 lb 350 . If the inner spring in Prob . 349 is made of phosphor bronze , with ...

Page 194

611 . If E = 1 . 5 X 106 psi , what value of I is required to limit the midspan

deflection to 1 / 360 of the span ? Hint : Take the origin of axes at the right end ,

with a ...

**Compute**the value of EIS at midspan for the beam loaded as shown in Fig . P -611 . If E = 1 . 5 X 106 psi , what value of I is required to limit the midspan

deflection to 1 / 360 of the span ? Hint : Take the origin of axes at the right end ,

with a ...

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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