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ESE (CE) Paper II Mock Test - 6 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test - ESE (CE) Paper II Mock Test - 6

ESE (CE) Paper II Mock Test - 6 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The ESE (CE) Paper II Mock Test - 6 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The ESE (CE) Paper II Mock Test - 6 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for ESE (CE) Paper II Mock Test - 6 below.
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ESE (CE) Paper II Mock Test - 6 - Question 1

In PERT, the distribution of activity times is assumed to be

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 1

In PERT analysis the activity-time distribution is assumed to be a beta distribution, and the mean and variance of the activity time are estimated on the basis of the 'pessimistic', 'most likely' and 'optimistic' completion times, which are subjectively determined by an analyst.

Hence Option (C) is correct i.e Beta

ESE (CE) Paper II Mock Test - 6 - Question 2

The result of Vee-Bee test is expressed in terms of:

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 2

The main objective of Vee-Bee test is to determine the work ability of the freshly mixed concrete.

Vee-bee test carries out the relative effort measurement to change the mass of the concrete from a definite shape to the other. That is, as per the test, from the conical shape to the cylindrical shape by undergoing vibration process. The time required for the complete remolding is a measure of the work ability and is expressed in the Vee-Bee seconds.

Hence option (B) is correct.

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ESE (CE) Paper II Mock Test - 6 - Question 3

Consider the following PERT network:

The optimistic time, pessimistic time and most likely time of all the activities are given in the table below:

The critical path duration of the network (in days) isn and avoid building up of pressure.

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 3

The network of the project is

(Critical path A → D → F → H
Critical time = 3 + 8 + 7 + 3 = 21 units
Hence option (C) is correct.)

ESE (CE) Paper II Mock Test - 6 - Question 4

The variation of rigidity factor for a tyre pressure is stated as:

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 4

The variation of rigidity factor for a tyre pressure is stated as:

<1 for tyre pressure greater than 7 kg/cm2

>1 for tyre pressure less than 7 kg/cm2

=1 for tyre pressure equal to 7 kg/cm2

Hence the correct answer is option (D)

ESE (CE) Paper II Mock Test - 6 - Question 5

A simply supported beam of length 'I' is loaded by a uniformly distributed load over the entire span. It is propped at mid span so that the deflection at centre is zero. The reaction at prop is

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 5

ESE (CE) Paper II Mock Test - 6 - Question 6

Which one of the following statements is true with regard to the flexibility method of analysis?

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 6

The method is used for analysis of indeterminate structures with lesser degree of static indeterminacy.

ESE (CE) Paper II Mock Test - 6 - Question 7

Two metal plates of thickness ‘t’ and width ‘w’ are joined by a fillet weld of 45° as shown below. When subjected to a pulling force ‘F’, the stress induced in weld is

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 7

The throat thickness of weld (h) is given by,
sin 45°= h/t
h=  t sin 45°
Area of weld at throat = x h = wt sin 45°
Shear stress induced in weld = F/ wt sin 45°

ESE (CE) Paper II Mock Test - 6 - Question 8

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 8

ESE (CE) Paper II Mock Test - 6 - Question 9

Under dynamic loading, the soil most likely to be affected is

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 9

Loose, saturated sands

ESE (CE) Paper II Mock Test - 6 - Question 10

In the following questions two statements are given. Read them carefully and choose from the options given below:

a) Both I and II are true and II is the correct explanation of I.

b) Both I and II are true and II is NOT the correct explanation of I.

c) I is true but II is false.

d) I is false but II is true.

Statement (I): Aerated concrete is used in RCC multistored construction.

Statement (II): Dead weight of a structure can be reduced by using light weight concrete.

ESE (CE) Paper II Mock Test - 6 - Question 11

The principle of virtual work can be applied to elastic system by considering the virtual work of

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 11

The principle of virtual work can be applied to elastic system by considering the virtual work of internal as well as external forces

ESE (CE) Paper II Mock Test - 6 - Question 12

2400 m3 of water passes through a sedimentation tank which has the rate of flow 300 cubic meter per day. The detention time for the tank is:

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 12

Given,

Volume of tank = 2400 m3

Rate of flow = 300m3 /day

Detention time of the rectangular tank 

ESE (CE) Paper II Mock Test - 6 - Question 13

Indicate the incorrect statement:

In a boundary layer flow-

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 13

Greater the ambient stream velocity, larger is the boundary layer thickness at a section.

ESE (CE) Paper II Mock Test - 6 - Question 14

In the following questions two statements are given. Read them carefully and choose from the options given below:

a) Both (A) and (R) are true and (R) is the correct explanation of (A).
b) Both (A) and (R) are true and (R) is NOT the correct explanation of (A).
c) (A) is true but (R) is false.
d) (A) is false but (R) is true.

Assertion (A): The angle section and channel section are not efficient beam sections.

Reason (R): In I-section higher percentage of material concentration in the flange results in lesser elastic section modulus for the same mass per unit length.

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 14

Angle section and channel section are not used for beam because these section are more suspectable for horizontal stresses, if load is not applied at shear centre.

ESE (CE) Paper II Mock Test - 6 - Question 15

In the following questions two statements are given. Read them carefully and choose from the options given below:

a) Both (A) and (R) are true and (R) is the correct explanation of (A).

b) Both (A) and (R) are true and (R) is NOT the correct explanation of (A).

c) (A) is true but (R) is false.

d) (A) is false but (R) is true.

Assertion (A): The sewage through inverted siphon flows under gravity and at a greater gradient than normal.

Reason (R): The inverted siphon is usually made of three pipe sections laid side by side in plan.

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 15

The sewage through inverted siphon will not flow under gravity but will be flowing under pressure, as in the case of water pipe lines.

The siphon should be designed to develope a self cleansing velocity and for this purpose, 3 pipes are used.

ESE (CE) Paper II Mock Test - 6 - Question 16

M3 profile is indicated by which of the following conditions?

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 16

y0 > yc > y

ESE (CE) Paper II Mock Test - 6 - Question 17

The kinematic indeterminacy of the beam shown below is

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 17


 Total DOF =3 x 3 + 4 = 13 
Total restraint } & =3 + 1 + 2 = 6 
∴ DK  =13 - 6 = 7

ESE (CE) Paper II Mock Test - 6 - Question 18

Which of the following are used for transporting concrete?

1. Chutes
2. Concrete pumps
3. Transit mixers
4. Scarper

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 18

Scraper is generally used for excavation of earth.

ESE (CE) Paper II Mock Test - 6 - Question 19

Bituminous Macadam construction is a type of

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 19

Bituminous Macadam is most common type of premix method which consists of one or more courses of compacted aggregates premixed with binder, laid immediately after mixing.

ESE (CE) Paper II Mock Test - 6 - Question 20

Consider the following statements:

While deciding to locate an intake structure for water supply to a city situated on a river bank, intake for water supply should be located

  1. in deep waters.
  2. sufficiently away from shore lines.
  3. upstream of the populated city.
  4. near navitational channel.

Which of the above statements are CORRECT?

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 20

Intake structure must be located away from navigational channel.

ESE (CE) Paper II Mock Test - 6 - Question 21

Turning of the theodolite telescope in horizontal plane by 180° about vertical axis is known as

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 21

Swinging

ESE (CE) Paper II Mock Test - 6 - Question 22

Consider the following statements:

  1. Ultimate strength of cement is influenced by dicalcium silicate.
  2. Lower percentage of C3S and higher percentage of C2S in cement will result in rapid hardening.

Which of the above statements is(are) CORRECT?

ESE (CE) Paper II Mock Test - 6 - Question 23

For a sleeper density of of (n + 5), number of sleepers required for constructing a broad gauge (BG) track of length 780 m will be

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 23

Length of rail on BG track = 12.8 m ≈ 13 m
Sleeper density = n + 5
= 13 + 5 = 18 per rail

∴ Number of rails = 780/13 = 60 rails
∴ Number of sleepers = 60 x 18 = 1080

ESE (CE) Paper II Mock Test - 6 - Question 24

A direct runoff hydrograph due to a storm idealized into a triangular shape has a peak flow 50 m3/s occurring at 30 hours from start. If the base width of hydrograph is 80 hours and catchment area is 1000 km2 then the runoff from the storm is

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 24

ESE (CE) Paper II Mock Test - 6 - Question 25

The design shear capacity of ISMC 75 beam having web thickness of 4.4 mm is (The beam is made up of Fe 410 steel)

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 25

ESE (CE) Paper II Mock Test - 6 - Question 26

The ILD for bending moment at C in the beam shown below

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 26

Since beam is determinate hence ILD will be linear Calculating ordinates,

ESE (CE) Paper II Mock Test - 6 - Question 27

A simply supported beam of span l is carrying a uniformly distributed load w per unit run for a distance l/2 from one support. The deflection at center will be

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 27
ESE (CE) Paper II Mock Test - 6 - Question 28

Which of the following material is not used in stabilisation of soil?

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 28

Asbestos dust

ESE (CE) Paper II Mock Test - 6 - Question 29

Consider the following statements:

  1. The Penman’s evapo-transpiration equation is based on energy balance approach only.
  2. The slope area method is extensively used in estimation of flood discharge based on high water marks.

Which of the above statements is(are) CORRECT?

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 29

The Penman’s equation is based on energy balance and mass transfer approaches.

ESE (CE) Paper II Mock Test - 6 - Question 30

A harbour model has a horizontal scale of 1 in 150 and vertical scale of 1 in 100. The interval between successive daily high tide in the model will be nearly:

Detailed Solution for ESE (CE) Paper II Mock Test - 6 - Question 30

In the distorted Froude model:

where:
Lr = horizontal length ratio
hr = vertical depth ratio

Time between actual high tide = 24 hours = Tp

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