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Q: Which of the following methods is NOT used for finding the deflections of determinate beams?
  • A. Moment area method
  • B. Kani's method
  • C. Conjugate beam method
  • D. Castigliano's method
Correct Answer: Option B - Displacement Method of Analysis for indeterminate structure- (i) Consistent deformation method. (ii) Kani's method (iii) Slope deflection method (iv) Moment distribution method (v) Stiffness method Method of analysis for force method- (i) Column analogy method (ii) Flexibility matrix method (iii) Strain energy method (iv) Castiglione's method (v) Unit load method
B. Displacement Method of Analysis for indeterminate structure- (i) Consistent deformation method. (ii) Kani's method (iii) Slope deflection method (iv) Moment distribution method (v) Stiffness method Method of analysis for force method- (i) Column analogy method (ii) Flexibility matrix method (iii) Strain energy method (iv) Castiglione's method (v) Unit load method

Explanations:

Displacement Method of Analysis for indeterminate structure- (i) Consistent deformation method. (ii) Kani's method (iii) Slope deflection method (iv) Moment distribution method (v) Stiffness method Method of analysis for force method- (i) Column analogy method (ii) Flexibility matrix method (iii) Strain energy method (iv) Castiglione's method (v) Unit load method