B.Tech III Year II Semester (R18)
The objectives of the course are to
After the completion of the course student should be able to
Introduction to matrix methods of analysis statically indeterminacy and kinematics indeterminacy- degree of freedom-coordinate system-structure idealization stiffness and flexibility matrices-suitability element stiffness equations-elements flexibility equations-mixed force-displacement equations-for truss element, beam element and tensional element Transformation of coordinates-element stiffness matrix-and load vector-local and global coordinates.
Assembly of stiffness matrix from element stiffness matrix-direct stiffness method-general procedure- bank matrix-semi bandwidth-computer algorithm for assembly by direct stiffness matrix method.
Analysis of plane truss-continuous beam-plane frame and grids by Flexible methods.
Analysis of plane truss-continuous beam-plane frame and grids by stiffness methods.
Special analysis procedures-static condensation and sub structuring-initial and thermal stresses. Shear Walls Necessity-structural behavior of large frames with and without shear walls-approximate methods of analysis of shear walls.
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