Structural Analysis

A. 0.211 L
B. 0.25 L
C. 0.234 L
D. 0.5 L

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

A. 8 kN.m
B. 15 kN.m
C. 30 kN.m
D. 60 kN.m