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GATE Exam Questions problems

  • 1. If soil is dried beyond its shrinkage limit, it will show :

  • Options
  • A. Large volume change
  • B. Moderate volume change
  • C. Low volume change
  • D. No volume change
    • Discuss
  • 2. The degree of kinematic indeterminacy of the rigid frame with clamped ends at A and D shown in the below figure is,
    Civil Engineering GATE Exam Questions: The degree of kinematic indeterminacy of the rigid frame with clamped ends at A and D

  • Options
  • A. 4
  • B. 3
  • C. 2
  • D. zero
    • Discuss
  • 3. The lateral ties in a reinforced concrete rectangular column uncle: axial compression are used to :

  • Options
  • A. avoid the buckling of the longitudinal steel under compression
  • B. provide adequate shear capacity
  • C. provide adequate confinement to concrete
  • D. reduce the axial deformation of the column
    • Discuss
  • 4. A weir on a permeable foundation with downstream sheet pile is shown in the figure below. The exit gradient as per Khosla's method is
    Civil Engineering GATE Exam Questions: A weir on a permeable foundation with downstream sheet pile is shown in the figure below. The exit g

  • Options
  • A. 1 in 6.0
  • B. 1 in 5.0
  • C. 1 in 3.4
  • D. 1 in 2.5
    • Discuss
  • 5. A steel beam supporting loads from the floor slab as well as from wall is termed as

  • Options
  • A. Stringer beam
  • B. Lintel beam
  • C. Spandrel beam
  • D. Header beam
    • Discuss
  • 6. Which one of the following set of values give the minimum clear cover (in mm) for the main reinforcements in the slab, beam, column and footing, respectively, according to IS : 456-1978?

  • Options
  • A. 20, 25, 30, 75
  • B. 5, 15, 25, 50
  • C. 15, 25, 40, 75
  • D. none of the above
    • Discuss
  • 7. The centre of pressure of a liquid on a plane surface immersed vertically in a static body of liquid, always lies below the centroid of the surface area, because

  • Options
  • A. in liquids the pressure acting is same in-all directions
  • B. there is no shear stress in liquids at rest
  • C. the liquid pressure is constant over depth
  • D. the liquid pressure increases linearly with depth
    • Discuss
  • 8. A propped cantilever beam of span L, is loaded with uniformly distributed load of intensity w/unit length, all through the span. Bending moment at the fixed end is,

  • Options
  • A.
  • B.
  • C.
  • D.
    • Discuss
  • 9. The liquid limit (LL), plastic limit (PL) and shrinkage limit (SL) of a cohesive soil satisfy the relation

  • Options
  • A. LL > PL < SL
  • B. LL > PL > SL
  • C. LL < PL < SL
  • D. LL < PL > SL
    • Discuss
  • 10. The plan of a survey plotted to a scale of 10 m to 1 cm is reduced in such a way that a line originally 10 cm long now measures 9 cm. The area of the reduced plan is measured as 81 cm2. The actual (m2) of the survey is

  • Options
  • A. 10000
  • B. 6561
  • C. 1000
  • D. 656
    • Discuss

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