## Strength of Materials |

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Page 354

The X axis is represented by the

€1 , denoted by point D , equals 500 + 424 = 924 x 10 - 6 . The minimum ...

The X axis is represented by the

**radius**CA , and the Y axis by the**radius**CB . The**radius**of the circle is computed to be 424 , whence the maximum principal strain€1 , denoted by point D , equals 500 + 424 = 924 x 10 - 6 . The minimum ...

Page 524

The torque applied to a solid circular bar causes the elastic region to extend to

one - half the

removed . What will be the residual angle of twist ? 17 LS sup Ans . 0 . = 24 Gr

1421 .

The torque applied to a solid circular bar causes the elastic region to extend to

one - half the

**radius**. Determine the residual stress pattern after the torque isremoved . What will be the residual angle of twist ? 17 LS sup Ans . 0 . = 24 Gr

1421 .

Page 538

mathematical expression and appears most frequently in column formulas .

defined by ...

**Radius**of Gyration The term**radius**of gyration is used to describe anothermathematical expression and appears most frequently in column formulas .

**Radius**of gyration is usually denoted by the symbol k ( sometimes by r ) and isdefined by ...

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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