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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  GATE Civil Engineering (CE) 2025 Mock Test Series  >  Gate Mock Test Civil Engineering (CE)- 4 - Civil Engineering (CE) MCQ

Gate Mock Test Civil Engineering (CE)- 4 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Gate Mock Test Civil Engineering (CE)- 4

Gate Mock Test Civil Engineering (CE)- 4 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Gate Mock Test Civil Engineering (CE)- 4 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Gate Mock Test Civil Engineering (CE)- 4 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Gate Mock Test Civil Engineering (CE)- 4 below.
Solutions of Gate Mock Test Civil Engineering (CE)- 4 questions in English are available as part of our GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) & Gate Mock Test Civil Engineering (CE)- 4 solutions in Hindi for GATE Civil Engineering (CE) 2025 Mock Test Series course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Gate Mock Test Civil Engineering (CE)- 4 | 65 questions in 180 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) Exam | Download free PDF with solutions
Gate Mock Test Civil Engineering (CE)- 4 - Question 1
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Directions: Select the option, which is nearest in meaning to the given keyword.

SUBTLE

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 1
Subtle means 'so delicate or precise as to be difficult to analyse or describe'.
Gate Mock Test Civil Engineering (CE)- 4 - Question 2
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Directions: In the following question, four positions of the same dice having different characters are shown.

Which character is on the surface opposite to '+'?

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 2
Four characters will be adjacent to each character. As shown, *, ?, # and $ are adjacent to character +. So, the only character that will be opposite to '+' is '@'.
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Gate Mock Test Civil Engineering (CE)- 4 - Question 3
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Directions: Choose the correct meaning of the given word from the options given below.

Beseech

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 3
'Beseech' means 'ask someone urgently and fervently to do or give something'. So, 'solicit' which means 'ask for or try to obtain (something) from someone' is the correct answer.
Gate Mock Test Civil Engineering (CE)- 4 - Question 4
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Directions: In the following question, choose the word which best fills the blank from the four options given.

The present _______ has not prevented the railway minister from announcing an increase in the number of super fast trains.
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 4
'Crisis' here refers to an unstable period in terms of politics and economy and is apt here as the minister has done something in spite of it.
Gate Mock Test Civil Engineering (CE)- 4 - Question 5
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The chances of winning of two racehorses are 1/3 and 1/6. The probability that at least one will win when the horses are running in different races is
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 5
Probability that at least one will win =

Gate Mock Test Civil Engineering (CE)- 4 - Question 6
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Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 6

By base change formula,

Thus,

But, As we have

Thus,

Or

Similarly

Thus, the expressions becomes

Gate Mock Test Civil Engineering (CE)- 4 - Question 7
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Three pipes A, B and C are attached to a tank. A and B can fill it in 20 and 30 minutes, respectively, while C can empty it in 15 minutes. If A, B and C are kept open successively for 1 minute each, how soon will the tank be filled if pipe A is opened first?
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 7
The part of tank filled by Pipe A in 1 minute = 1/20

The part of tank filled by Pipe B in 1 minute = 1/30

The part of tank emptied by Pipe C in 1 minute = 1/15

So, totally in 3 minute (because open for 1 minute each) = 1/20 + 1/30 - 1/15 = 1/60

Consider 55/60 can be filled in 3 × 55 = 165 minute, remaining part is 1/12.

A can fill 1/20 in 1 minute.

So, capacity left is, (1/12) - (1/20) = 1/30

B can fill the remaining 1/30 in 1 minute.

So, total time taken = ((3 × 55) + 1 + 1) = 167 minute

it will take 167 minutes to fill the tank.

Gate Mock Test Civil Engineering (CE)- 4 - Question 8
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Directions: Figure (A) below shows an unfolded cubical dice. This unfolded figure is followed by four different figures of dice. You have to select the figure which is identical to figure (A).
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 8
As per figure (A), we get that @ is opposite to *, % is opposite to # and $ is opposite to =. The characters which are in the adjacent faces cannot be opposite to each other.

From this, it is clear that only figure (c) is possible.

So, option (3) is the correct answer.

Gate Mock Test Civil Engineering (CE)- 4 - Question 9
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Directions: In the following question, a square transparent sheet with a pattern is given. Figure out from among the four alternatives as to how the pattern will appear when the transparent sheet is folded along the dotted line.
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 9

The above figure folded along the dotted line will look like follows:

Gate Mock Test Civil Engineering (CE)- 4 - Question 10
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Directions: This problem consists of a question followed by two statements numbered I and II given below it. Read the statements carefully and decide which of them is/are sufficient/necessary to answer the question.

S is to the north of P and T is to the east of S. What is the exact distance between P and T?

I. Distance between S and T is double the distance between S and P.

II. Distance between S and T is 4 cm.
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 10
From I alone, we can use Pythagoras theorem to find the answer, however, as no distance is mentioned, therefore I alone isn't sufficient.

From II alone, we can't figure out the distance between P and T as distance between S and P isn't given.

From I and II together, we can easily find the required distance.

Distance = cm

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 4 - Question 11
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Following table gives the set of 10 measurements that were recorded by a student working on an experiment in the laboratory.

The precision of the 6th measurement is (Answer up to three decimal places)

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 11
The average value for the set of measurements given by

Precision =

For the 6th reading

Precision =

*Multiple options can be correct
Gate Mock Test Civil Engineering (CE)- 4 - Question 12
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Instruction: [This is a multiple-select question, one or more than one option can be correct]

After conducting a slump cone test on the work site for two different batches of concrete 'X' and 'Y', the following results were obtained:

1) 'X' batch shows zero slump

2) 'Y' batch shows collapsed slump

For the above results, the correct option is/are
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 12
Options (B), (C), and (D) are correct. As 'X' batch shows zero slump that means there was no significant fall in the concrete and it stays in the position of the mould which is the indication of a very low water-cement ratio, which results in dry mixes. This type of concrete is generally used for road construction. Y' batch shows collapsed slump means the concrete breaks and spreads in all directions and is an indication that the water-cement ratio is too high, i.e. concrete mix is too wet or it is a very highly workable mix. 'X' and 'Y' both are not suitable from a quality and durability perspective because 'X' will result in poor compaction and honeycombing issues later and 'Y' will result in a very low-strength concrete which is highly prone to segregation and bleeding.
Gate Mock Test Civil Engineering (CE)- 4 - Question 13
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The Laplace transform of

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 13

Gate Mock Test Civil Engineering (CE)- 4 - Question 14
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For a turbulent pipe, if the ratio of roughness coefficient to laminar sublayer thickness (k/ẟ) < 0.25, then the pipe is classified as
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 14
For smooth pipes with turbulent flow, (k/ẟ) < 0.25.
Gate Mock Test Civil Engineering (CE)- 4 - Question 15
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is equal to
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 15

Let

Adding (1) and (2), we get

2l = 0

l = 0

Gate Mock Test Civil Engineering (CE)- 4 - Question 16
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For a steady hydraulic jump, Froude's number F is
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 16
For a steady hydraulic jump, 4.5 < F < 9.
Gate Mock Test Civil Engineering (CE)- 4 - Question 17
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Given that

PE = the crippling load given by Euler

PC = the load at failure due to direct compression

PR = the load in accordance with the Rankine's criterion of failure

PR is given by
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 17
Rankine formula

PE – crippling load by Rankine's formula

PC – crusising load (PC = σc-A)

PE – bucking load

Gate Mock Test Civil Engineering (CE)- 4 - Question 18
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In the triaxial test, the soil specimen is subjected to
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 18
In the triaxial test, the soil specimen is subjected to Confining pressure by fluid compression and Deviator stress.
Gate Mock Test Civil Engineering (CE)- 4 - Question 19
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Euler's formula states that the buckling load P for a column of length L, both ends hinged and whose least moment of inertia and modulus of elasticity of the material of the column are I and E respectively, is given by the relation
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 19
According to Rakine's formula, PE is the Euler's crippling load.

E = modules of elasticity

P = axial load

L = length of column

I = moment of inertia

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 4 - Question 20
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A circular footing of diameter 3m is founded on at a depth of 2m on drained soil and the groundwater table is 1m below the footing consider Terzaghis bearing capacity factor in Nq = 33 and NY = 34. The properties of soil are c' = 0 Neglecting the effect of shape factor the net safe load in kN that can be carried by footing will be ___ (rounded to the nearest integer). Consider factor of safety = 3 , Yd =16 kN/m3 Ysat = 20 kN/m3 ,g = 10 m/s2

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 20

Gate Mock Test Civil Engineering (CE)- 4 - Question 21
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Stress in a beam due to simple bending is
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 21
Beam is said to be uniform strength if at every section along its longitudinal axis, the bending stress is same.

The stress is directly proportional to the load and here the load in terms of bending so the stress is directly proportional to bending moment.

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 4 - Question 22
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The infiltration rate f in a basin under ponding condition is given by f = 10 + 20e–t, where, f is in mm/h and t is time in hour. Total depth of infiltration (in mm, up to two decimal places) during the last 10 minutes of a storm of 50 minutes duration is______

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 22
f = 10 + 20e–t we have to integrate this equation between 40mins to 50 mins

F = [10t +(–20)e–t]5/64/6

F = 10x(5/6) – 20e–5/6 – 10x(4/6) + 20e–4/6

F = 3.24 mm

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 4 - Question 23
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A two span continuous beam ABC is simply supported at A and C and is continuous over support B. Span AB = 6 m, BC = 6 m. The beam carries a udl of 2 t/m over both the spans. El is constant for the entire beam. The fixed end moment (in t.m) at B in span BA or BC would be ______. (Answer up to the nearest integer)

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 23

Gate Mock Test Civil Engineering (CE)- 4 - Question 24
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If

then BTAT is
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 24

BTAT

Gate Mock Test Civil Engineering (CE)- 4 - Question 25
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The beam shown in the figure is
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 25
Determinate structures

External reactions internal stress can accomplish equation of equilibrium.

Indeterminate structures:

Not possible to determine either reactions or internal stresses or both using equilibrium alone.

Stable unstable

Indeterminary >= 0 indeterminary < 0

Determinary -> r = 3n statically determinate

r > 3n statically indeterminate

Gate Mock Test Civil Engineering (CE)- 4 - Question 26
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Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 26

Gate Mock Test Civil Engineering (CE)- 4 - Question 27
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The force in segment BD of the truss shown in the figure is
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 27
↓ compressive ↑ teasive

500 kg compressive

Gate Mock Test Civil Engineering (CE)- 4 - Question 28
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The degree of static indeterminacy of the following beam is :
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 28
The number of support reactions = 2 (A is pin support) + 1 (C is a roller support) + 3 (D is a fixed support)

r = 2 + 1 + 3 = 6 ⟹ r = 2 + 1 + 3 = 6

Number of equilibrium equations = 3 (global equilibrium) + 1 (due to internal hinge)

e = 3 + 1 = 4 ⟹ e = 3 + 1 = 4

Degree of static indeterminacy, SI = r − e = 6 − 4 = 2SI = r − e = 6 − 4 = 2

Note: The number of additional equilibrium equations obtained due to presence of hinge = n - 1 (where n = number of members connected to the hinge). Here, n = 2; hence number of additional equilibrium equations = (2 - 1) = 1

*Answer can only contain numeric values
Gate Mock Test Civil Engineering (CE)- 4 - Question 29
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The height (in m) at which wind force acts on a moving vehicle on a bridge deck is _____. (Answer up to one decimal place)

Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 29
Wind on moving lead (vehicle) is assumed to be acting at 1.5 m above deck and it is 300 kg ordinary high bridges.
Gate Mock Test Civil Engineering (CE)- 4 - Question 30
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In the analysis of thick cylinders subjected to internal pressure, radial and hoop stresses vary
Detailed Solution for Gate Mock Test Civil Engineering (CE)- 4 - Question 30
In the analysis of thick cylinders subjected to internal pressure, radial and hoop stresses very hyperbolically.
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