## Strength of Materials |

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Page xi

524 APPENDIX A . MOMENTS OF

of Gyration . . . . . . . . A - 4 . Transfer Formula for Moment of

524 APPENDIX A . MOMENTS OF

**INERTIA**538 as A - 1 . Definition of Moment of**Inertia**. . . . . . . . 537 A - 2 . Polar Moment of**Inertia**. . . . . . . . . . 537 A - 3 . Radiusof Gyration . . . . . . . . A - 4 . Transfer Formula for Moment of

**Inertia**. 539 A - 5 .Page 536

APPENDIX MOMENTS OF

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 ...

APPENDIX MOMENTS OF

**INERTIA**Mc A - 1 . 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 ...

Page 546

Moments of

into geometric elements ( rectangles , triangles , etc . ) for which the moments of

...

Moments of

**Inertia**for Composite Areas When a composite area can be dividedinto geometric elements ( rectangles , triangles , etc . ) for which the moments of

**inertia**are known , the moment of**inertia**for the composite area is the sum of the...

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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