- (A) (m + r) = 2j
- (B) (m + r) = 3j
- (C) (3m + r) = 3j
- (D) (m + 3r) = 3j where m is number of members, r is reaction components and j is number of joints
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- (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) 5 mm
- (B) 0.5 mm
- (C) 0.05 mm
- (D) 0.005mm
- (A) roller support
- (B) hinged support
- (C) fixed support
- (D) free end
- (A) moment distribution method
- (B) column analogy method
- (C) three moment equation
- (D) none of the above
- (A) increase and decrease
- (B) increase and increase
- (C) decrease and increase
- (D) decrease and decrease
- (A) unstable
- (B) stable and statically determinate
- (C) stable and statically indeterminate
- (D) none of the above
- (A) Equilibrium method
- (B) Column analogy method
- (C) Moment distribution method
- (D) Kani’s method
- (A) the centre of gravity of the load system is midway between the centre of span and wheel load under consi-deration
- (B) the centre of span is midway between the centre of gravity of the load system and the wheel load under consideration
- (C) the wheel load under consideration is midway between the centre of span and the centre of gravity of the load system
- (D) none of the above
- (A) less than the left half span
- (B) whole of left half span
- (C) more than the left half span
- (D) whole span
