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GATE Exam Questions problems


  • 1. The dimension of a pressure gradient in a fluid flow are :

  • Options
  • A. ML-1T2
  • B. ML-3T-2
  • C. ML-2T-2
  • D. M-1L-1T-2
  • Discuss
  • 2. The correct reinforcement-details at the corner of a rectangular water tank, in horizontal plane is shown by :

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 3. Negative skin friction occurs when :

  • Options
  • A. an upward drag exists in the pile
  • B. the surrounding soil settles more than the pile
  • C. the pile passes continuously through a firm soil
  • D. the driving operation begins
  • Discuss
  • 4. The basic assumption of plane sections normal to the neutral axis before bending, remaining plane and normal to the neutral axis after bending, leads to :

  • Options
  • A. uniform strain over the beam cross section
  • B. uniform stress over the cross section
  • C. linearly varying strain over the cross section
  • D. stresses which are proportional to strains at all cross sections
  • Discuss
  • 5. At a rated capacity of 44 Cumecs, a centrifugal pump develops 36 m of head when operating at 1450 rpm. Its specific speed is :

  • Options
  • A. 654
  • B. 509
  • C. 700
  • D. 90
  • Discuss
  • 6. A direct shear test was conducted on a cohesionless soil (c = 0) specimen under a normal stress of 200 kN/m2. The specimen failed at a shear stress of 100 kN/m2. The angle of internal friction of the soil (degrees) is

  • Options
  • A. 26.6
  • B. 29.5
  • C. 30.0
  • D. 32.6
  • Discuss
  • 7. Both Reynolds and Froude numbers assume significance in one of following examples :

  • Options
  • A. Motion of submarine at large depths
  • B. Motion of ship in deep seas
  • C. Cruising of a missile in air
  • D. Flow over spillways
  • Discuss
  • 8. The repeating variables in dimensional analysis should :

  • Options
  • A. include the dependent variable
  • B. have amongst themselves all the basic dimensions
  • C. be derivable from one another
  • D. exclude one of the basic dimensions
  • Discuss
  • 9. A-2-hour unit hydrograph can be approximated as trapezoidal as shown in the below figure. The unit hydrograph refers to catchment of area
    Civil Engineering GATE Exam Questions: A-2-hour unit hydrograph can be approximated as trapezoidal as shown in the below figure. The unit h

  • Options
  • A. 138.24 km2
  • B. 0.0384 km2
  • C. 384 m2
  • D. 3840 m2
  • Discuss
  • 10. A body moving through still water at 6 m/sec produces a water velocity of 4 m/sec at a point 1 m ahead. The difference in pressure between the nose and the point 1 m ahead would be

  • Options
  • A. 2, 000 N/m2
  • B. 10, 000 N/m2
  • C. 19, 620 N/m2
  • D. 98, 100 N/m2
  • Discuss

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