1 (a)
Determine the degree of static and kinematic in determinacy of the following structures.

6 M

1 (b)
Develop the flexibility and stiffness matrix for prismatic member AB with reference to the co-ordinates shown in fig.

10 M

Define the following terms.

1 (c) (i)
Carry over factor.

1 M

1 (c) (ii)
Distribution factor.

1 M

1 (c) (iii)
Relative stiffness and modified stiffness.

2 M

2 (a)
Analyse the beam by flexibility method and draw BMD.

10 M

2 (b)
Analyse the pin joined plane frame shown in fig. By flexibility method.

10 M

3
Analyse the frame and draw BMD by using flexibility method.

20 M

4 (a)
Analyse frame by slope defection method and draw B.M.D

12 M

4 (b)
Analyse the beam by three moment theorem and Draw B.M.D

8 M

5 (a)
Analyse the frame by moment distribution method.

12 M

5 (b)
Determine the plastic moment capacity for the bean as shown in fig. Lake load factor 1.5.

8 M

6 (a)
Analyse the frame by stiffness method and dran B.M.D

12 M

6 (b)
A two hinged parabolic arch of span-40m and rise 10 m carries uniformly distributed 10 and 30k/m on right half span find the reaction at the sup ports and draw B.M.D

8 M

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