CEE 457-457L - Indeterminant Structures (COM) and Lab

Credits: 3

Analysis of indeterminate structures by classical and matrix methods. The classical methods are the force method, the slope-deflection equations and the moment-distribution method. The classical methods also are used to determine influence lines for indeterminate structures. Stiffness matrices for truss and beam elements are derived and used to analyze trusses, beams and frames. Prerequisites: CEE 353. Corequisites: CEE 457L-457.

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