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CE6602 question bank STRUCTURAL ANALYSIS 2

CE6602 question bank STRUCTURAL ANALYSIS 2

CE6602 question bank STRUCTURAL ANALYSIS 2 Regulation 2013 Anna University free download. STRUCTURAL ANALYSIS 2 question bank free download.

Sample CE6602 question bank:

1. What are determinate structures?

2. What is meant by indeterminate structures?

3. What are the conditions of equilibrium?

4. Differentiate between determinate and indeterminate structures.

5. What do you mean by redundancy?

6. Differentiate between pin jointed and rigid jointed plane frames

7. What are compatibility conditions?

8. Define degree of indeterminacy.

9. Define internal and external indeterminacies.

10. Find the indeterminacy for the beams given below.

11. Write the element flexibility matrix (f) for a truss member & for a beam element.

12. What are the different methods of analysis of indeterminate structures?

13. Briefly mention the two types of matrix methods of analysis of indeterminate structures.

14. Define a primary structure.

15. Define kinematic indeterminacy or Degree of Freedom (DOF)

16. Briefly explain the two types of DOF.

17. Define compatibility in force method of analysis.

18. Define the Force Transformation Matrix.

19. What are the requirements to be satisfied while analyzing a structure?

20. Define flexibility influence coefficient (fij).

21. What are the basic unknowns in stiffness matrix method?

22. Define stiffness coefficient.

23. What is the basic aim of the stiffness method?

24. What is the displacement transformation matrix?

25. How are the basic equations of stiffness matrix obtained?

26. What is the equilibrium condition used in the stiffness method?

27. What is meant by generalized coordinates?

28. Write about the force displacement relationship.

29. Write the element stiffness matrix for a truss element.

30. Write the element stiffness matrix for a beam element.

31. Compare flexibility method and stiffness method.

32. Is it possible to develop the flexibility matrix for an unstable structure?

33. What is the relation between flexibility and stiffness matrix?

34. What are the types of structures that can be solved using stiffness matrix method?

35. Give the formula for the size of the Global stiffness matrix.

36. List the properties of the rotation matrix.

 

Subject Name STRUCTURAL ANALYSIS 2
Subject Code CE6602
Regulation 2013
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