The Castigliano’s second theorem can be used to compute deflections________________?
		A. in statically determinate structures only
B. for any type of structure
C. at the point under the load only
D. for beams and frames only
		A. in statically determinate structures only
B. for any type of structure
C. at the point under the load only
D. for beams and frames only
		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. 2j – r
B. j – 2r
C. 3j – r
D. 2j + r
		A. 2
B. 3
C. 4
D. 6
		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
		A. stable and statically determinate
B. stable and statically indeterminate
C. unstable
D. none of the above
where m is number of members, r is reaction components and j is number of joints
		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