Civil Engineering GATE 2017 Set-2 Questions with Answer

Ques 14 Civil


Consider the frame shown in the figure:

If the axial and shear deformations in different members of the frame are assumed to be negligible, the reduction in the degree of kinematical indeterminacy would be equal to

A

5

B

6

C

7

D

8



Ques 15 Civil


Let the characteristic strength be defined as that value, below which not more than 50% of the results are expected to fall. Assuming a standard deviation of 4 MPa, the target mean strength (in MPa) to be considered in the mix design of a M25 concrete would be

A

18.42

B

21.00

C

25.00

D

31.58



Ques 16 Civil


In a material under a state of plane strain, a 10 × 10 mm square centered at a point gets deformed as shown in the figure.

If the shear strain γxy at this point is expressed as 0.001k (in rad), the value of k is

A

0.50

B

0.25

C

-0.25

D

-0.50



Ques 17 Civil


The plate load test was conducted on a clayey strata by using a plate of 0.3 m × 0.3 m dimensions, and the ultimate load per unit area for the plate was found to be 180 kPa. The ultimate bearing capacity (in kPa) of a 2 m wide square footing would be

A

27

B

180

C

1200

D

2000



Ques 18 Civil


For a construction project, the mean and standard deviation of the completion time are 200 days and 6.1 days, respectively. Assume normal distribution and use the value of standard normal deviate z = 1.64 for the 95% confidence level. The maximum time required (in days) for the completion of the project would be _______.


209 to 219 is the correct answer.


Ques 19 Civil


The divergence of the vector field V = x2i + 2y3j + z4k at x = 1, y = 2, z = 3 is _______.


133.9 to 134.1 is the correct answer.


Ques 20 Civil


A two-faced fair coin has its faces designated as head (H) and tail (T). This coin is tossed three times in succession to record the following outcomes: H, H, H. If the coin is tossed one more time, the probability (up to one decimal place) of obtaining H again, given the previous realizations of H, H and H, would be _______.


0.5 to 0.5 is the correct answer.


Ques 21 Civil


A sheet pile has an embedment depth of 12 m in a homogeneous soil stratum. The coefficient of permeability of soil is 10-6m/s. Difference in the water levels between the two sides of the sheet pile is 4 m. The flow net is constructed with five number of flow lines and eleven number of equipotential lines. The quantity of seepage (in cm3/s per m, up to one decimal place) under the sheet pile is _______.


1.6 to 1.6 is the correct answer.


Ques 22 Civil


The VPI (vertical point of intersection) is 100 m away (when measured along the horizontal) from the VPC (vertical point of curvature). If the vertical curve is parabolic, the length of the curve (in meters and measured along the horizontal) is _______.


199.99 to 200.01 is the correct answer.


Ques 23 Civil


During a storm event in a certain period, the rainfall intensity is 3.5 cm/hour and the φ-index is 1.5 cm/hour. The intensity of effective rainfall (in cm/hour, up to one decimal place) for this period is _______.


1.9 to 2.1 is the correct answer.


Ques 24 Civil


The infiltration capacity of a soil follows the Horton's exponential model, f = c1 + c2e-kt. During an experiment, the initial infiltration capacity was observed to be 200 mm/h. After a long time, the infiltration capacity was reduced to 25 mm/h. If the infiltration capacity after 1 hour was 90 mm/h, the value of the decay rate constant, k (in h-1, up to two decimal places) is _______.


0.98 to 1.00 is the correct answer.


Ques 25 Civil


While aligning a hill road with a ruling gradient of 6%, a horizontal curve of radius 50 m is encountered. The grade compensation (in percentage, up to two decimal places) to be provided for this case would be _______.


1.49 to 1.51 is the correct answer.


Ques 26 Civil


The tangent to the curve represented by y = x ln x is required to have 45° inclination with the x-axis. The coordinates of the tangent point would be

A

(1, 0)

B

(0, 1)

C

(1, 1)

D

(√2, √2)



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