## Strength of Materials |

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Page 69

Ferdinand Leon Singer. PROBLEMS 304 . What is the minimum

solid steel shaft that will not twist through more than 3° in a 20 - ft length when

subjected to a torque of 10 , 000 ft - lb ? What maximum shearing stress is

developed ...

Ferdinand Leon Singer. PROBLEMS 304 . What is the minimum

**diameter**of asolid steel shaft that will not twist through more than 3° in a 20 - ft length when

subjected to a torque of 10 , 000 ft - lb ? What maximum shearing stress is

developed ...

Page 70

( a ) Find the uniform shaft

8000 psi . ( b ) If a uniform

which one end of the shaft lags behind the other end . G = 12 x 106 psi .

( a ) Find the uniform shaft

**diameter**so that the shearing stress will not exceed8000 psi . ( b ) If a uniform

**diameter**of 4 in . is specified , determine the angle bywhich one end of the shaft lags behind the other end . G = 12 x 106 psi .

Page 84

400 lb . Use Eq . ( 3 - 10 ) and ... A helical spring is made by wrapping wire 1 in .

in

...

**diameter**wire on a mean radius of 3 in . when the spring is supporting a load of400 lb . Use Eq . ( 3 - 10 ) and ... A helical spring is made by wrapping wire 1 in .

in

**diameter**around a forming cylinder 6 in . in**diameter**. Compute the number of...

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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