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GATE Exam Questions problems


  • 1. The shape of the cross-section, which has the largest shape factor, is

  • Options
  • A. rectangular
  • B. I-section
  • C. diamond
  • D. solid circular
  • Discuss
  • 2. Water emerges from an ogee spillway with velocity 13.72 m/s and depth = 3.0 m at its toe. The tail water depth required to form a hydraulic jump at the toe is

  • Options
  • A. 6.48 m
  • B. 5.24 m
  • C. 3.24 m
  • D. 2.24 m
  • Discuss
  • 3. If YY is the centroidal axis of a T beam-section subjected to plastic moment, Mp, the neutral axis lies,
    Civil Engineering GATE Exam Questions: If YY is the centroidal axis of a T beam-section subjected to plastic moment, Mp

  • Options
  • A. above the line ZZ
  • B. between the lines YY and ZZ
  • C. between the lines XX and YY
  • D. below the line XX
  • Discuss
  • 4. Width of carriage way for a single lane is recommended to be

  • Options
  • A. 7.5 m
  • B. 7.0 m
  • C. 3.75 m
  • D. 5.5 m
  • Discuss
  • 5. An inverted siphon is a

  • Options
  • A. device for distributing septic tank effluent to a soil absorption system
  • B. device for preventing overflow from elevated water storage tank
  • C. device for preventing crown corrosion of sewer
  • D. section of sewer which is dropped below the hydraulic grade line in order to avoid an obstacle.
  • Discuss
  • 6. Two flow patterns are represented by their stream functions ?1 and ?2 as given below:
    ?1 = x2 + y2, ?2 = 2xy
    If these two patterns are superimposed on one another, the resulting streamline pattern can be represented by one of the following :

  • Options
  • A. A family of parallel straight lines
  • B. A family of circles
  • C. A family of parabolas
  • D. A family of hyperbolas
  • Discuss
  • 7. The two criteria for the determination of allowable bearing capacity of a foundation are

  • Options
  • A. tensile failure and compression failure.
  • B. tensile failure and settlement.
  • C. bond failure and shear failure.
  • D. shear failure and settlement.
  • Discuss
  • 8. If ? = nominal diameter of reinforcing bar, fs = compressive stress in the bar and fbd= design bond stress of concrete, the anchorage length, La of straight bar in compression is equal to :

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 9. The dimensions for the flexural rigidity of a beam element in mass (M), length (L) and time (T) is given by

  • Options
  • A. MT-2
  • B. ML3T-2
  • C. ML-1T-2
  • D. M-1T2
  • Discuss
  • 10. As per IS : 800-1984 the minimum pitch of rivets in a row is recommended as the diameter of the rivet times

  • Options
  • A. 2.0
  • B. 2.5
  • C. 3.0
  • D. 4.0
  • Discuss

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