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. internal forces only
B. external forces only
C. internal as well as external forces
D. none of the above

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

A. is increased
B. is decreased
C. remains unchanged
D. becomes zero

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)

A. the head of the load reaches the section
B. the tail of the load reaches the section
C. the load position should be such that the section divides it equally on both sides
D. the load position should be such that the section divides the load in the same ratio as it divides the

A. slope deflection method
B. column analogy method
C. moment distribution method
D. none of the above