Strength of Materials (II)
- Deflection and slope calculations using direct integration, moment-area and superposition methods in determinate beams.
- Deflection and slope calculations using direct integration, moment-area and superposition methods in indeterminate beams. Deflections and slope calculations due to temperature change and axial displacements in determinate and indeterminate beams.
- Columns: Stability of Equilibrium, Euler Buckling formula for pin end, one end clamped and one end pin, clamped ends and one end clamped columns, beam-column analysis, columns under eccentric loadings, the Secant Formula, Generalized Euler Buckling-Load formula
- Energy Methods: Elastic strain energy in simple tension, pure shear, pure bending and torsion, Design of Energy Members, Principal of Virtual Work, Unit-Load Method, Castigliano's Theorem for determinate and indeterminate beams.
- Failure Criteria: Tresca Yield Criteria, von Mises Yield Criteria, Maximum Normal Stress Criteria and Mohr Criteria.