CE
371
Structural Analysis II
Analysis of indeterminate structures by classical methods i.e. consistent deformations method using flexibility matrices, slope-deflection method, and moment distribution method. Static and kinematic indeterminacy, direct stiffness matrix method for trusses, beam and frames. Coordinate transformation and assembling technique using element approach with computer applications.
Prerequisites:
0600307,0620271
0620371
(3-0-3)