Credits: 3 (3-0-0)
Prerequisites: CVL242
Description
Determinacy and stability; Method of consistent deformations- Matrix formulation, Application to beams, trusses and frames; Slope-deflection method and Moment-distribution method- Beams and frames with uneven loading, support settlements, dealing with symmetry and anti-symmetry, Non-sway and sway frames; Matrix stiffness method; Matrix flexibility method; Energy methods; Approximate methods of analysis; Direct stiffness method for computer applications including computational aspects and MATLAB Assignments.
Prerequisite Tree
flowchart TD
CVL341-267[CVL341]
APL108-267 --> APL100-267[APL100]
CVL242-267 --> APL108-267[APL108]
CVL341-267 --> CVL242-267[CVL242]
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