A. displacements
B. force
C. displacements and forces
D. none of the above
Related Mcqs:
- Which of the following methods of structural analysis is a displacement method ?
A. moment distribution method
B. column analogy method
C. three moment equation
D. none of the above - Which of the following methods of structural analysis is a force method ?
A. slope deflection method
B. column analogy method
C. moment distribution method
D. none of the above - Which of the following is not the displacement method ?
A. Equilibrium method
B. Column analogy method
C. Moment distribution method
D. Kani’s method - The number of independent displacement components at each joint of a rigid-jointed space frame is_______________?
A. 1
B. 2
C. 3
D. 6 - Independent displacement components at each joint of a rigid-jointed plane frame are_________________?
A. three linear movements
B. two linear movements and one rotation
C. one linear movement and two rotations
D. three rotations - In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always__________________?
A. zero
B. less than 1
C. 1
D. greater than 1 - 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 - 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 - The degree of static indeterminacy up to which column analogy method can be used is__________________?
A. 2
B. 3
C. 4
D. unrestricted - The three moments equation is applicable only when___________________?
A. the beam is prismatic
B. there is no settlement of supports
C. there is no discontinuity such as hinges within the span
D. the spans are equal
