The degree of static indeterminacy up to which column analogy method can be used is__________________?

Related Mcqs:

1. Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is__________________?

   A. 2
   B. 3
   C. 6
   D. 8

2. The degree of static indeterminacy of a pin-jointed space frame is given by_________________?

   A. m + r – 2j
   B. m + r – 3j
   C. 3m + r – 3j
   D. m + r + 3j

   where m is number of unknown member forces, r is unknown reaction components and j is number of joints

3. The degree of static indeterminacy of a rigid-jointed space frame is_________________?

   A. m + r – 2j
   B. m + r – 3j
   C. 3m + r – 3j
   D. 6m + r – 6j
   where m, r and j have their usual meanings

4. If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by__________________?

   A. m + r + 2j
   B. m – r + 2j
   C. m + r – 2j
   D. m + r – 3j

5. In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as__________________?

   A. L/EI
   B. L/2EI
   C. L/3EI
   D. L/4EI

6. The width of the analogous column in the method of column analogy is _________________?

   A. 2/EI
   B. 1/EI
   C. 1/2 EI
   D. 1/4 EI

7. Degree of kinematic indeterminacy of a pin-jointed plane frame is given by______________?

   A. 2j – r
   B. j – 2r
   C. 3j – r
   D. 2j + r

8. The degree of kinematic indeterminacy of a pin-jointed space frame is_____________?

   A. 2j-r
   B. 3j-r
   C. j-2r
   D. j-3r
   where j is number of joints and r is reaction components

9. The number of independent equations to be satisfied for static equilibrium of a plane structure is__________________?

   A. 1
   B. 2
   C. 3
   D. 6

10. The number of independent equations to be satisfied for static equilibrium in a space structure is___________________?

    A. 2
    B. 3
    C. 4
    D. 6