## Strength of Materials |

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Results 1-3 of 35

Page 61

The first two apply only to

circular . 2 . ...

to the axis of the

The first two apply only to

**shafts**of circular section . 1 . Circular sections remaincircular . 2 . ...

**Shaft**is loaded by twisting couples in planes that are perpendicularto the axis of the

**shaft**. 5 . Stresses do not exceed the proportional limit . 3 – 2 .Page 69

A solid

X 106 psi , compute the

? 306 . What should be the length of a 0 . 10 - in . - diameter bronze wire so that it

...

A solid

**shaft**16 ft long is stressed to 8000 psi when twisted through 4° . If G = 12X 106 psi , compute the

**shaft**diameter . What hp can be transmitted at 1200 rpm? 306 . What should be the length of a 0 . 10 - in . - diameter bronze wire so that it

...

Page 70

Solve Prob . 313 if the

removed at C , and 105 hp applied at B . 315 . A 16 - ft

has 100 hp applied at a gear that is 6 ft from the left end where 30 hp are

removed .

Solve Prob . 313 if the

**shaft**rotates at 126 rpm with 30 hp taken off at A , 75 hpremoved at C , and 105 hp applied at B . 315 . A 16 - ft

**shaft**rotating at 126 rpmhas 100 hp applied at a gear that is 6 ft from the left end where 30 hp are

removed .

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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