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25.

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




26.

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




27.

In the displacement method of structural analysis, the basic unknowns are                        


A. displacements B. force
C. displacements and forces D. none of the above




28.

In the slope deflection equations, the deformations are considered to be caused by
i)bending moment
ii)shear force
iii)axial force
The correct answer is                        


A. only (i) B. (i)and(ii)
C. (ii) and (iii) D. (i), (ii) and (iii)




29.

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




30.

Muller Breslau's principle for obtaining influence lines is applicable to
i)trusses
ii)statically determinate beams and frames
iii)statically indeterminate structures, the material of which is elastic and follows Hooke's law
iv)any statically indeterminate structure
The correct answer is                        


A. (i), (ii) and (iii) B. (i), (ii) and (iv)
C. (i) and (ii) D. only (i)




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