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Total Questions : 1549 | Page 4 of 155 pages
Question 31. Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to
  1.    Shear force
  2.    Area of the section
  3.    Distance of the C.G. of the area from its neutral axis
  4.    Moment of the beam section about its neutral axis
 Discuss Question
Answer: Option D. -> Moment of the beam section about its neutral axis
Question 32. In a singly reinforced beam
  1.    Compression is borne entirely by concrete
  2.    Steel possesses initial stresses when embedded in concrete
  3.    Plane sections transverse to the centre line of the beam before bending remain plane after bending
  4.    Elastic moduli for concrete and steel have different values within the limits of deformation of the beam
 Discuss Question
Answer: Option C. -> Plane sections transverse to the centre line of the beam before bending remain plane after bending
Question 33. 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
 Discuss Question
Answer: Option D. -> All the above
Question 34. 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
 Discuss Question
Answer: Option C. -> A parabolic curve
Question 35. 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
 Discuss Question
Answer: Option D. -> All the above
Question 36. In a pre-stressed member it is advisable to use
  1.    Low strength concrete only
  2.    High strength concrete only
  3.    Low strength concrete but high tensile steel
  4.    High strength concrete and high tensile steel
 Discuss Question
Answer: Option D. -> High strength concrete and high tensile steel
Question 37. 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
 Discuss Question
Answer: Option D. -> 1/7th of the span
Question 38. 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)
 Discuss Question
Answer: Option C. -> (L/2) (1 - 5/qmax)
Question 39. 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
 Discuss Question
Answer: Option B. -> h/3
Question 40. If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by
  1.    (5/6) (r/1 + r²) M
  2.    (5/6) (r²/1 + r²) M
  3.    (5/6) (r²/1 + r³) M
  4.    (5/6) (r²/1 + r⁴) M
 Discuss Question
Answer: Option D. -> (5/6) (r²/1 + r⁴) M

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