- (A) 2
- (B) 3
- (C) 4
- (D) unrestricted
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- (A) zero length
- (B) infinite length
- (C) zero moment of inertia
- (D) none of the above
- (A) slope
- (B) curvature
- (C) deflection
- (D) bending moment
- (A) is increased
- (B) is decreased
- (C) remains unchanged
- (D) becomes zero
- (A) always occurs at centre of span
- (B) always occurs under a wheel load
- (C) never occurs under a wheel load
- (D) none of the above
- (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
- (A) displacements
- (B) force
- (C) displacements and forces
- (D) none of the above
- (A) 1
- (B) 2
- (C) 3
- (D) 6
- (A) m + r + 2j
- (B) m – r + 2j
- (C) m + r – 2j
- (D) m + r – 3j
