Previous Year Very Short Questions of SA-2 (B-TECH civil engineering 5th)

Structural analysis-2

Previous year question paper with solutions for Structural analysis-2

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  1. What is the difference between static and kinematic indeterminacies of a structures?
  2. Differentiate between system coordinates and element coordinates in the element approach of structural analysis
  3. State castigliano’s theorem
  4. Define generalize Slope Deflection equation for a member AB, having Modulos of Elasticity E, Moment of Inertia I and span L
  5. Differentiate force method and displacement method of structural analysis.
  6. What are forces developed in a prismatic member when a unit rotation (without translational displacement) is given to its one end and other end is fixed?
  7. Define the term Distribution Factor.
  8. What is an influence line? Discuss its applications
  9. Explain how Muller Breaslar principle can be used for drawing influence line.
  10. What is basic difference between Portal method and Cantilever method of approximate analysis of frames?
  11. Differentiate between statically determinate and statically indeterminate structures.
  12. What do you mean by relative stiffness of a member?
  13. State Second theorem of Castigliano’s
  14. What are the assumptions made in the slope deflection method?
  15. Differentiate between sway and non sway frames. Explain with diagrams.
  16. What are the various steps of solving a problem by method of consistent deformation?
  17. Define distribution factor.
  18. Explain Maxwell theorem
  19. Define tension coefficient.
  20. Determine the degree of internal and external redundancy for the given frame.
  21. State Maxwell reciprocal theorem.
  22. Differentiate between sway and non sway frames
  23. Write slope deflection equation
  24. Explain displacement factor
  25. Explain substitute frame method
  26. Write assumptions for cantilever method.
  27. What does influence line diagram represents? Explain
  28. Explain reasons behind sway in frames.
  29. What will be the fixed end moments if a beam of length 5m, fixed at both ends is subjected to a point load of 5 kN at distance 2m from left suppor
  30. Under what conditions the strain energy method is suitable to use?