STUPIDSID
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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