## Strength of Materials |

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Page 86

Ans . For bronze , S = 6070 psi SUMMARY The discussion of torsion in this

chapter is limited to circular sections , solid or hollow . The shearing stress varies

directly with the radial distance from the center of the cross section and is

Ans . For bronze , S = 6070 psi SUMMARY The discussion of torsion in this

chapter is limited to circular sections , solid or hollow . The shearing stress varies

directly with the radial distance from the center of the cross section and is

**expressed**...Page 198

Inequality of tA / B and t8 / A . distance x from the ordinate through B . Since SM

dx means a summation of such elements , Eq . ( c ) may be

Area ) AB This is the algebraic

Inequality of tA / B and t8 / A . distance x from the ordinate through B . Since SM

dx means a summation of such elements , Eq . ( c ) may be

**expressed**as OAB = (Area ) AB This is the algebraic

**expression**of Theorem I , which is stated as ...Page 536

Definition of Moment of Inertia Many engineering formulas , such as those

relating to strength of beams , columns , deflection of beams , involve the use of a

mathematical

distance ...

Definition of Moment of Inertia Many engineering formulas , such as those

relating to strength of beams , columns , deflection of beams , involve the use of a

mathematical

**expression**of the form Spa dA , where p is the perpendiculardistance ...

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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