Online Civil Engineering Test - Previous GATE Exam Papers Test 5

Instruction:

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  • Total number of questions: 20.
  • Time allotted: 30 minutes.
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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.
Is 459-1978 recommends to provide certain minimum steel in a RCC beam
to ensure compression failure
to avoid rupture of steel in case a flexural failure occurs
to hold the stirrup steel in position
to provide enough ductility to the beam
Your Answer: Option
(Not Answered)
Correct Answer: Option

2.
Critical factors for the activated sludge treatment process are
maximum hourly flow rate.
maximum and minimum flow rate.
maximum hourly flow rate and maximum daily organic load.
minimum hourly flow rate and minimum daily organic load.
Your Answer: Option
(Not Answered)
Correct Answer: Option

3.
The effective length of a circular electric pole of length L and constant diameters erected on ground is,
0.80 L
1.20 L
1.50 L
2.00 L
Your Answer: Option
(Not Answered)
Correct Answer: Option

4.
On an immersed body in a flowing fluid the lift force is :
due to buoyant force
always in the opposite direction to gravity
due to Wake phenomenon
the dynamic fluid-force component normal to approach velocity
Your Answer: Option
(Not Answered)
Correct Answer: Option

5.
The degree of static indeterminacy of the rigid frame having two internal hinges as shown in the figure below, is
8
7
6
5
Your Answer: Option
(Not Answered)
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6.
The degree of kinematic indeterminacy of the rigid frame with clamped ends at A and D shown in the below figure is,
4
3
2
zero
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(Not Answered)
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7.
A direct runoff hydrograph due to an isolated storm with an effective rainfall of 2 cm was trapezoidal in shape as shown in the below figure. The hydrograph corresponds to a catchment area (in sq. km) of
790.2
599.4
689.5
435.3
Your Answer: Option
(Not Answered)
Correct Answer: Option

8.
In highway pavements emulsions are mainly used in :
surface dressing
patching and maintenance operation
bitumen macadam
asphaltic concrete
Your Answer: Option
(Not Answered)
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9.
The value of bearing capacity factor for cohesion, Nc, for piles as per Meyerhof, is taken as :
6.2
12.0
9.0
5.14
Your Answer: Option
(Not Answered)
Correct Answer: Option

10.
The most important water quality parameter for domestic use of water is
carbonate hardness
non-carbonate hardness
coliform group of organisms
chlorides
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(Not Answered)
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11.
The standard plate size in a plate bearing test for finding modulus of subgrade reaction (k) value is
100 cm diameter.
50 cm diameter.
75 cm diameter.
25 cm diameter.
Your Answer: Option
(Not Answered)
Correct Answer: Option

12.
For the structure shown below, the vertical deflection at point A is given by
Zero
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(Not Answered)
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13.
The material that exhibits the same elastic properties in all the directions at a point, is said to be
homogeneous
orthotropic
visco-elastic
isotropic
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(Not Answered)
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14.
As per IS : 800-1984 the maximum allowable slenderness ratio of compression members carrying forces resulting from dead load and superimposed load is
180
250
300
400
Your Answer: Option
(Not Answered)
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15.
If the deformations of the truss-members are as shown in parentheses, the rotation of the member bd is :
0.5 x 10-2 radian
1.0 x 10-2 radian
1.5 x 10-2 radian
2.0 x 10-2 radian
Your Answer: Option
(Not Answered)
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16.
For a flow of 5.7 MLD (million litres per day) and a detention time of 2 hours, the surface area of a rectangular sedimentation tank to remove all particles having settling velocity of 0.33 mm/s is
20 m2
100 m2
200 m2
400 m2
Your Answer: Option
(Not Answered)
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17.
Chlorine is some times used in sewage treatment
to avoid flocculation
to increase biological activity of bacteria
to avoid bulking of activated sludge
to help in grease separation
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(Not Answered)
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18.
A borrow pit soil has a dry density of 17 kN/m3. How many cubic meters of this soil will be required to construct an embankment of 100 m3 volume with a dry density of 16 kN/m3.
94 m3
106 m3
100 m3
90 m3
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(Not Answered)
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19.
A saturated clay stratum draining both at the top and bottom undergoes 50 percent consolidation in 16 years under an applied load. If an additional drainage layer were present at the middle of the clay stratum, 50 percent consolidation would occur in
2 years
4 years
8 years
16 years
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(Not Answered)
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20.
The maximum permissible deflection for a gantry girder, spanning over 6 m, on which an EOT (electric overhead travelling) crane of capacity 200 kN is operating, is
8 mm
10 mm
12 mm
18 mm
Your Answer: Option
(Not Answered)
Correct Answer: Option

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