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  • Question
  • Generally the maximum deflection/span ratio of a steel member should not exceed


  • Options
  • A. Generally the maximum deflection/span ratio of a steel member should not exceed
  • B. Generally the maximum deflection/span ratio of a steel member should not exceed
  • C. Generally the maximum deflection/span ratio of a steel member should not exceed
  • D. Generally the maximum deflection/span ratio of a steel member should not exceed

  • Correct Answer
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  • GATE Exam Questions problems


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    • 1. In a river, discharge is 173 m3/s; water surface slope is 1 in 6000; and stage at the gauge station is 10.0 m. If during a flood, the stage at the gauge station is same and the water surface slope is 1 in 2000, the flood discharge in m3/s, is approximately

    • Options
    • A. 371
    • B. 100
    • C. 519
    • D. 300
    • Discuss
    • 2. According to Darcy's law for flow through porous media, the velocity is proportional to

    • Options
    • A. Effective stress
    • B. hydraulic gradient
    • C. cohesion
    • D. stability number
    • Discuss
    • 3. Storage coefficient of a compressible confined aquifer is a function of

    • Options
    • A. specific weight of water, thickness of the aquifer, compressibility of the aquifer and that of water
    • B. permeability, thickness and compressibility of aquifer and compressibility of water
    • C. transmissibility of the aquifer and compressibility of water
    • D. transmissibility of aquifer and specific yield of aquifer
    • Discuss
    • 4. A river 5 m deep consists of a sand bed with saturated unit weight of 20 kN/m3 . vw = 9.81 kN/m3. The effective vertical stress at 5 m from the top of sand bed is

    • Options
    • A. 41 kN/m2
    • B. 51 kN/m2
    • C. 55 kN/m2
    • D. 53 kN/m2
    • Discuss
    • 5. In highway pavements emulsions are mainly used in :

    • Options
    • A. surface dressing
    • B. patching and maintenance operation
    • C. bitumen macadam
    • D. asphaltic concrete
    • Discuss
    • 6. A pre-tensioned concrete member of section 200 mm x 250 mm contains tendons of area 500 mm2 at centre of gravity of the section. The prestress in the tendons is 1000 N/mm2. Assuming modular ratio as 10, the stress (N/mm2) in concrete is

    • Options
    • A. 11
    • B. 9
    • C. 7
    • D. 5
    • Discuss
    • 7. The water surface profile resulting from flow underneath the gate in the below figure is :

    • Options
    • A. H3
    • B. M1
    • C. H2
    • D. S2
    • Discuss
    • 8. A stable channel is to be designed for a discharge of Q m3 /s with silt factor f as per Lacey's method. The mean flow velocity (m/s) in the channel is obtained by

    • Options
    • A. (Qf2/140)1/6
    • B. (Qf/140)1/3
    • C. (Q2f2/140)1/6
    • D. 0.48 (Q/f)1/3
    • Discuss
    • 9. Biochemical oxygen demand (BOD) of waste water is a measure of

    • Options
    • A. total concentration of a biochemicals
    • B. total concentration of organic matter
    • C. concentration of biodegradable organic matter
    • D. concentration of chemically oxidisable matter
    • Discuss
    • 10. While deriving an expression for loss of head due to a sudden expansion in a pipe, in addition to the continuity and impulse-momentum equations, one of the following assumptions is made :

    • Options
    • A. Head loss due to friction is equal to the head loss in eddying motion
    • B. The mean pressure in eddying fluid is equal to the downstream pressure
    • C. The mean pressure in eddying fluid is equal to the upstream pressure
    • D. Head lost in eddies is neglected
    • Discuss


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