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Civil Engineering GATE 2017 SET-1 Questions with Answer
Ques 27 GATE 2017 SET-1
The accuracy of an Electronic Distance Measuring Instrument (EDMI) is specified as ±(a mm + b ppm) Which one of the following statements is correct?
Ques 28 GATE 2017 SET-1
The number of spectral bands in the Enhanced Thematic Mapper sensor on the remote sensing satellite Landsat-7 is
Ques 29 GATE 2017 SET-1
Consider the following partial differential equation: 3(∂2Φ/∂x2) + B(∂2Φ/∂x∂y) + 3(∂2Φ/∂y2) + 4Φ = 0. For this equation to be classified as parabolic, the value of B2 must be _______.
Ques 30 GATE 2017 SET-1
limx→0(tan x / (x2 - x)) is equal to _______.
Ques 31 GATE 2017 SET-1
A 3 m thick clay layer is subjected to an initial uniform pore pressure of 145 kPa as shown in the figure.

Ques 32 GATE 2017 SET-1
A triangular pipe network is shown in the figure.

Ques 33 GATE 2017 SET-1
The ordinates of a 2-hour unit hydrograph for a catchment are given as

Ques 34 GATE 2017 SET-1
Vehicles arriving at an intersection from one of the approach roads follow the Poisson distribution. The mean rate of arrival is 900 vehicles per hour. If a gap is defined as the time difference between two successive vehicle arrivals (with vehicles assumed to be points), the probability (up to four decimal places) that the gap is greater than 8 seconds is _______.
Ques 35 GATE 2017 SET-1
For the function f(x) = a + bx, 0 ≤ x ≤ 1, to be a valid probability density function, which one of the following statements is correct?
Ques 36 GATE 2017 SET-1
The solution of the equation dQ/dt + Q = 1 with Q = 0 at t = 0 is
Ques 37 GATE 2017 SET-1
Consider the matrix

Ques 38 GATE 2017 SET-1
A planar truss tower structure is shown in the figure.

(P) Externally Determinate
(Q) External Static Indeterminacy = 1
(R) External Static Indeterminacy = 2
(S) Internally Determinate
(T) Internal Static Indeterminacy = 1
(U) Internal Static Indeterminacy = 2
Which one of the following options is correct?
Ques 39 GATE 2017 SET-1
Group I contains three broad classes of irrigation supply canal outlets. Group II presents hydraulic performance attributes.

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