A. 2/EI
B. 1/EI
C. 1/2 EI
D. 1/4 EI
Related Mcqs:
- 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 degree of static indeterminacy up to which column analogy method can be used is__________________?
A. 2
B. 3
C. 4
D. unrestricted - To generate the j the column of the flexibility matrix________________?
A. a unit force is applied at coordinate j and the displacements are calculated at all coordinates
B. a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates
C. a unit force is applied at coordinate j and the forces are calculated at all coordinates
D. a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates - The deformation of a spring produced by a unit load is called _________________?
A. stiffness
B. flexibility
C. influence coefficient
D. unit strain - 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 - Which of the following is not the displacement method ?
A. Equilibrium method
B. Column analogy method
C. Moment distribution method
D. Kani’s method - 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 - In the displacement method of structural analysis, the basic unknowns are__________________?
A. displacements
B. force
C. displacements and forces
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 - When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would_______________?
A. change from compression to tension
B. change from tension to compression
C. always be compression
D. always be tension