Stresses and deflections; statically indeterminate problems. Stress transformation; principal stresses; Mohr's Circle; theories of failure. Flexural analysis; the method of superposition; design of beams and shafts for strength. Columns: Euler's formulae for buckling; various end attachments; transition slenderness ratio; the parabolic formulae; eccentric loading and the secant formulae.
Weekly Contact: Lab:1.5 hrs. Lecture:3 hrs.
GPA Weight: 1.00
Course Count: 1.00
Billing Units: 1