UNIT 1:
Strain energy and strain energy density-due to axial load
Principal of virtual work, unit load method
Deflection, determinate beam
Lack of fit and Temperature effects
castigliano and Maxwell reciprocal theorem
UNIT 2:
fixed end moment and reaction
concept of analysis, propped cantilever and fixed beam
sinking and rotation of supports
analysis of continuous beam 1
analysis of continuous beam 2
UNIT 3:
effective length, limitations
Eccentric loaded column, middle third rule
thin cylindrical and spherical shell
stresses and change in dimension
compound cylinder, shrinking on stresses
UNIT 4:
stress tensor at a point and invariant
principal stress and principal plane
theories of failure-maximum principal stress theory
maximum principal strain theory
maximum shear stress theory
total strain energy theory
maximum distortion energy theory
UNIT 5:
unsymmetrical bending of beams
unsymmetrical bending of beams of unsymmetrical
