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Q: The analysis of a Kinematically Indeterminate Structure by Stiffness Matrix method is also known as:
  • A. Force method
  • B. Displacement method
  • C. Flexibility matrix method
  • D. Compatibility Method
Correct Answer: Option B - Example of displacement method,/Stiffness method- (i) Slope deflection method (ii) Moment distribution method (iii) Stiffness matrix method (iv) Kani's Method (v) Equilibrium method Example of force method : (i) Castigliano's theorem (ii) Virtual energy method (iii) Clapeyron's three moment equations. (iv) Stain energy method (v) Column analogy method (vi) Flexibility matrix method (vii) Consistent deformation method
B. Example of displacement method,/Stiffness method- (i) Slope deflection method (ii) Moment distribution method (iii) Stiffness matrix method (iv) Kani's Method (v) Equilibrium method Example of force method : (i) Castigliano's theorem (ii) Virtual energy method (iii) Clapeyron's three moment equations. (iv) Stain energy method (v) Column analogy method (vi) Flexibility matrix method (vii) Consistent deformation method

Explanations:

Example of displacement method,/Stiffness method- (i) Slope deflection method (ii) Moment distribution method (iii) Stiffness matrix method (iv) Kani's Method (v) Equilibrium method Example of force method : (i) Castigliano's theorem (ii) Virtual energy method (iii) Clapeyron's three moment equations. (iv) Stain energy method (v) Column analogy method (vi) Flexibility matrix method (vii) Consistent deformation method