## Structural AnalysisStructural Analysis teaches students the basic principles of structural analysis using the classical approach. The chapters are presented in a logical order, moving from an introduction of the topic to an analysis of statically determinate beams, trusses and rigid frames, to the analysis of statistically indeterminate structures. The text includes solved problems to help illustrate the fundamental concepts. Access to interactive software for analyzing plane framed structures is available for download via the texts online companion site. See the Features tab for more info on this software. Important Notice: Media content referenced within the product description or the product text may not be available in the ebook version. |

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### Contents

Analysis of Statically Determinate Structures | 41 |

Analysis of Statically Indeterminate Structures | 459 |

Areas and Centroids of Geometric Shapes | 817 |

Review of Matrix Algebra | 821 |

Computer Software | 837 |

851 | |

Answers to Selected Problems | 853 |

863 | |

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analysis antisymmetric axial forces beam shown bending moment diagram coe‰cient column compatibility equations computed concentrated loads conjugate beam considering the equilibrium continued FIG continuous beam coordinates deflection at point degrees of freedom Determine the reactions Draw the influence e¤ect EIdx elastic curve equations Eqs equations of equilibrium equilibrium equations Example expressions external loads fixed-end moments frame shown free body free-body diagram Fx ¼ Fy ¼ girder global coordinates horizontal indeterminacy indeterminate beam indeterminate structures influence line internal hinge k-ft k/ft kN/m live load magnitude matrix maximum positive member end forces member end moments member forces moment-distribution obtain portion primary beam real beam redundant response function rotation segment shear and bending shear diagram shown in Fig sign convention slope-deflection equations Static Determinacy statically determinate sti¤ness strain energy support reactions support settlements symmetric truss shown unit load unknown vertical deflection vertical reactions zero