Category: Structural Analysis

A. slope
B. curvature
C. deflection
D. bending moment

A. L/EI
B. L/2EI
C. L/3EI
D. L/4EI

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. unstable
B. stable and statically determinate
C. stable and statically indeterminate
D. none of the above

A. increase and decrease
B. increase and increase
C. decrease and increase
D. decrease and decrease

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

Consider the following statements

1. reduces the negative moment at support
2. increases the negative moment at support
3. reduces the positive moment at support
4. increases the positive moment at the centre of span

A. i and 4 are correct
B. 1 and 3 are correct
C. 2 and 3 are correct
D. 2 and 4 are correct

A. three linear movements
B. two linear movements and one rotation
C. one linear movement and two rotations
D. three rotations

A. Equilibrium method
B. Column analogy method
C. Moment distribution method
D. Kani’s method