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Question 1. In a simply supported slab, alternate bars are curtailed at
  1.    1/4th of the span
  2.    1/5th of the span
  3.    1/6th of the span
  4.    1/7th of the span
Answer: Option D

Question 2. If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is
  1.    (L/2) (1 - 3/qmax)
  2.    (L/3) (1 - 5/qmax)
  3.    (L/2) (1 - 5/qmax)
  4.    (L/2) (1 - 2/qmax)
Answer: Option C

Question 3. Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of
  1.    h/4
  2.    h/3
  3.    h/2
  4.    2h/3
Answer: Option B

Question 4. If the shear stress in a R.C.C. beam is
  1.    Equal or less than 5 kg/cm², no shear reinforcement is provided
  2.    Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided
  3.    Greater than 20 kg/cm², the size of the section is changed
  4.    All the above
Answer: Option D

Question 5. Distribution of shear intensity over a rectangular section of a beam, follows:
  1.    A circular curve
  2.    A straight line
  3.    A parabolic curve
  4.    An elliptical curve
Answer: Option C

Question 6. If the depth of actual neutral axis of a doubly reinforced beam
  1.    Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier
  2.    Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier
  3.    Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously
  4.    All the above
Answer: Option D