Online Civil Engineering Test - Previous UPSC Exam Papers Test 2
Instruction:
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- Total number of questions: 20.
- Time allotted: 30 minutes.
- Each question carries 1 mark; there are no negative marks.
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- All the best!
Marks : 2/20
Total number of questions
20
Number of answered questions
0
Number of unanswered questions
20
Test Review : View answers and explanation for this test.
1.
The given figure shows gradually varied flow in an open channel with a beak in bed slope. Types of water surface profiles occurring from left to right are
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2.
Consider the following methods of preservation of timber :
1. Dipping
2. Brushing or spraying
3. Pressure impregnation
The correct sequence in decreasing order of the effectiveness of these methods of preservation is
1. Dipping
2. Brushing or spraying
3. Pressure impregnation
The correct sequence in decreasing order of the effectiveness of these methods of preservation is
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3.
To generate 10, 000 hp under a head of 81 m while working at a speed of 500 rpirt, the turbine of choice would be
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4.
While driving a large number of piles in loose sand :
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5.
Consider the following statement: High early strength of cement is obtained as a result of
1. fine grinding.
2. decreasing the lime content
3. burning at higher temperatures
4. increasing the quantity of gypsum.
Of these statements :
1. fine grinding.
2. decreasing the lime content
3. burning at higher temperatures
4. increasing the quantity of gypsum.
Of these statements :
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6.
The moment of inertia of a given rectangular area is minimum about
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7.
Which one of the following statements is correct ? Compared to IFR conditions, the runaway capacity of a runway operating under VFR consitions
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8.
An open cylindrical vessel with axis vertical and filled with a liquid is falling freely with an acceleration What will be the absolute pressure at the base of the vessel ?
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9.
A rigid bar is supported by a spring as shown in the given figure.
The deflection of the point B will be
The deflection of the point B will be
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Explanation:
The Force in spring F = (500x2L)/L = 1000N.
Deflection in the spring δ = F/k = 1000/50 = 20mm.
Deflection at the point B = 2δ = 40mm downward.
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10.
In a direct shear test the shear stress and normal stress on a dry sand sample at failure are 0.6 kg/cm2 and 1 kg/cm2 respectively. The angle of internal friction of the sand will be nearly
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11.
A short column of external diameter D1 and internal diameter D2 carries an external load W. For no-tension condition, the eccentricity will be :
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12.
For fish habitat in a river, the minimum dissolved oxygen required is
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13.
The ratio of the torsional moments of resistance of a solid circular shaft of diameter D, and a hollow circular shaft having external diameter D and internal diameter d is given by
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14.
In the schematic flownet shown in the given figure the hydraulic potential at point A is
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15.
Following data refer to precise measurement of an angle A on the field :
(i) 2A = 20°10' - weight 2
(ii) 4A = 40°10' - weight 3
What is the most probable value of angle A ?
(i) 2A = 20°10' - weight 2
(ii) 4A = 40°10' - weight 3
What is the most probable value of angle A ?
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16.
Which one of the following is the reaction of the cantilever at B as shown in the figure ?
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17.
The upper limit of area ratio for which the amount of disturbance of soil sample can be considered to be small is
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18.
Consider the following statements :
1. In a member subjected to uniaxial tensile force the maximum normal stress is the external load divided by the maximum cross-sectional area.
2. When the structural member is subjected to uniaxial loading, the shear stress is zero on a plane where the normal stress is maximum.
3. In a member subjected to uniaxial loading, the normal stress on the planes of maximum shear stress is less than the maximum.
Of these statements :
1. In a member subjected to uniaxial tensile force the maximum normal stress is the external load divided by the maximum cross-sectional area.
2. When the structural member is subjected to uniaxial loading, the shear stress is zero on a plane where the normal stress is maximum.
3. In a member subjected to uniaxial loading, the normal stress on the planes of maximum shear stress is less than the maximum.
Of these statements :
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19.
What is the wave velocity for a uniform train of wave beyond the storm centre for a wave length of 20 m in 14 m deep water ?
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20.
The moisture content of a clayey soil is gradually decreased from a large value. What will be the correct sequence of the occurrence of the following limits ?
1. Shrinkage limit
2. Plastic limit
3. Liquid limit
Select the correct answer from the codes given below :
1. Shrinkage limit
2. Plastic limit
3. Liquid limit
Select the correct answer from the codes given below :
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