## Theory of structures |

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36 pages matching **influence line** in this book

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### Contents

CHAPTER | 1 |

THEORY OF SIMPLE BENDING AND MOMENTS OF INERTIA | 19 |

DEFLECTION OF SIMPLE BEAMS | 43 |

Copyright | |

17 other sections not shown

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### Common terms and phrases

angle assumed axial bars bending calculate centre centroid column complete plastification compressive stress couples cross-section dead load deflection diagonal tension direction displacement distance elastic end moments equal external fibres fixed flange foot run frame girder given in Fig horizontal Illustrative Problem inertia influence diagram influence line Joint equation left to right length maximum modulus Moment-Distribution Method negative neutral axis normal plane plastic hinge portal positive Pre-stressed Concrete principal stresses radians ratio reaction rectangular redundant reinforced concrete resultant right to left rotation shear stress shearing force simple beam span square inch statically indeterminate steel stirrups strain Strength of Materials stress diagram structure strut sway tensile stress thrust ton-in tons-ft tons/sq uniformly distributed load unit load vertical yield stress zero