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ESE (CE) Paper II Mock Test - 1 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test Mock Test Series for IES/ESE (CE) - ESE (CE) Paper II Mock Test - 1

ESE (CE) Paper II Mock Test - 1 for Civil Engineering (CE) 2024 is part of Mock Test Series for IES/ESE (CE) preparation. The ESE (CE) Paper II Mock Test - 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The ESE (CE) Paper II Mock Test - 1 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 - 1 below.
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ESE (CE) Paper II Mock Test - 1 - Question 1

A simply supported beam of span 4.5 m has an overhang of 0.5 m at left support and is subjected to a vertical load of 4 kN at the left end and two moments of 4 kNm and 2 kNm at the left and right support respectively as shown in the figure. The design bending moment (in kN-m) of beam will be:

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

Design B.M. = Maximum B.M.

First, find reactions:

Taking moment about B, 
∑Ms = 0
⇒ -R x 4 + 2 + 4 - 4 × 0.5 = 0
⇒ Rc = 1 kN
⇒ RB = 4 - 1 = 3kN
Now B.M. in span AB,

Mx1 = -4x1

MB = -4 x 0.5 = -2kNm

B.M. in span B.C.

Mx2 = 2RCx2 = 2 - x2

For Mx to be maximum,

Put x2 = 0 or 4

Mx2 = 2 or - 2

So design B.M. = 2 kN - m

ESE (CE) Paper II Mock Test - 1 - Question 2

An ISMB 500 is used as a beam in a multi-storey construction. From the view point of structural design, it can be considered to be laterally restrained, when

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 2

An ISMB 500 is used as a beam in a multi-storey construction. From the view point of structural design, it can be considered to be laterally restrained, when compression flange is laterally restrained.

Hence option (B) is correct.

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ESE (CE) Paper II Mock Test - 1 - Question 3

Bank storage in a dam reservoir

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 3

The certain amount of water that seeps into the permeable reservoir banks when the reservoir is filled up is known as bank storage. ... Explanation: Normal pool level or maximum conservation level is the maximum elevation to which the reservoir water rises during normal operating conditions.Bank storage is the water stored in soil voids in the bed and banks of the stream or reservoir.

Hence option (D) is correct.

ESE (CE) Paper II Mock Test - 1 - Question 4

The incorrect statements is/are;

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 4

Ca(OH)2 is not a desirable product in the concrete mass because it is soluble in water and gets leached easily, particularly in hydraulic structure, that’s why cement with the small percentage of C3S and more C2S is recommended for use in the hydraulic structure.

  • The concrete continues to harden over several months. Hardening is not a drying process and can very well take place in water. Heat speeds up the setting and hardening of cement
  • The stiffening of cement without strength development (flash setting of cement) may cause because of C3A or C4AF .

Hence option (B) is incorrect.

ESE (CE) Paper II Mock Test - 1 - Question 5

Which of the following is appropriate as a simple field method for assessing consistency of concrete?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 5

Kelly ball test

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

A sewer has a diameter of 400 mm and laid at a slope of 1 in 400. While running full it has a mean velocity of 0.7 m/sec. If both the diameter and slope are doubled then what will be the new mean velocity when running half full? [Use Manning’s formula] [Take 22/3 = 1.587]

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

ESE (CE) Paper II Mock Test - 1 - Question 7

In a gusseted base, when the end of the column is machined for complete bearing on the base plate, the axial load is assumed to be transferred to the base plate,

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 7

50% by direct bearing and 50% through fastenings

ESE (CE) Paper II Mock Test - 1 - Question 8

A and B are Skempton’s pore pressure coefficients. For normally consolidated saturated soils.

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 8

A < 1 and B = 1

ESE (CE) Paper II Mock Test - 1 - Question 9

To increase the workability of concrete, it is required to

  1. use angular aggregates.
  2. alter the proportion of fine and coarse aggregates.
  3. decrease the quantity of water.

Choose correct statements

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 9

2 only

ESE (CE) Paper II Mock Test - 1 - Question 10

In a PERT network, expected project duration is found to be 86 days from the start of the project. The variance is 3 days. The probability that the project will be completed in 86 days is

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 10

ESE (CE) Paper II Mock Test - 1 - Question 11

The concentration of hardness producing cations may be estimated using which one of the following?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 11

Spectrophotometer

ESE (CE) Paper II Mock Test - 1 - Question 12

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): The load carrying capacity of bored cast-in-situ pile in sand is much less than that of driven pile of similar dimensions.

Statement (II): A driven pile generates much more point bearing resistance than a bored pile.

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 12

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

ESE (CE) Paper II Mock Test - 1 - Question 13

Mohr’s stress circle helps in determining which of the following?

  1. Normal stresses on one plane.
  2. Normal and tangential stresses on two planes.
  3. Principal stress in all three planes.
  4. Inclination of principal planes.

Which of the above statements is(are) CORRECT?

ESE (CE) Paper II Mock Test - 1 - Question 14

A 12% diluted wastewater sample has the following properties:
DO of diluted sample immediately after preparation, D1 = 6.5 mg/l
DO of diluted sample after 5-days incubation at 20°C, D2 = 2 mg/l
Consumption of oxygen in seeded water sample in 5-days of incubation in blank = 0.6 mg/l
BOD5 of the sample will be

ESE (CE) Paper II Mock Test - 1 - Question 15

Which one of the following modes of failure is taken care of in plastic design of a steel beam?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 15

Hinge formation in beam due to yielding of steel.

ESE (CE) Paper II Mock Test - 1 - Question 16

High alumina cement is produced by fusing together a mixture of

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 16

The raw materials used for manufacturing of high alumina cement are limestone and bauxite.

ESE (CE) Paper II Mock Test - 1 - Question 17

Considers the following statement regarding Load Path Safety.

  1. Loads moved with any material handling equipment must pass above any personnel.
  2. A suspended load must never be left unattended but must be lowered to the working surface and the material-handling equipment secured before leaving the load unattended.
  3. The load path must be selected and controlled to eliminate the possibility of injury to employees should the material handling equipment fail.
  4. Equipment worked on while supported by material-handling equipment must have a redundant supporting system capable of supporting all loads that could be imposed by failure of the mechanical-handling equipment.

Which of the following statements are correct?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 17

Loads moved with any material handling equipment must not pass above any personnel.

ESE (CE) Paper II Mock Test - 1 - Question 18

For no strain along PQ, the magnitude of stress ‘σ’ for block shown below whose Young’s modulus is 2 × 105 MPa and Poisson’s ratio is 0.25, will be

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 18

ESE (CE) Paper II Mock Test - 1 - Question 19

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): Supervisors have broad knowledge of the products, materials, machines, equipment, processes, buildings, storage, and day-to-day hazards of the work. They should be given the responsibility for all the fire hazards and equipment in their areas.

Statement (II): Each building or area should be assigned to a specific person who clearly understands that he or she is responsible for the building and accountable for all aspects of the fire plan.

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 19

All levels of management must be involved in the loss control program. The frontline supervisor is the key to a successful program. Supervisors have the most control over the variables that affect both the prevention and the proper control of emergencies. Supervisors have broad knowledge of the products, materials, machines, equipment, processes, buildings, storage, and day-to-day hazards of the work. They should be given the responsibility for all the fire hazards and equipment in their areas. Each building or area should be assigned to a specific person who clearly understands that he or she is responsible for the building and accountable for all aspects of the fire plan. This includes fire inspections and items on the inspection checklist, tools, and equipment being used by the employees.

ESE (CE) Paper II Mock Test - 1 - Question 20

Consider the following statements in a RC structure:

1. The concept of locating the neutral axis in a reinforced concrete flexural member as centroidal axis is applicable in working stress design method, but not in limit state design method.

2. The working stress design method assumes that the structural material behaves in a nonlinear elastic manner and there is strain compatibility in bond between steel and concrete.

Which of the above statement (s) is (are) correct ?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 20

The working stress method assumes that concrete is elastic and the stress in concrete varies linearly from zero at the neutral axis to a maximum at the extreme fiber. The bond between steel and concrete is perfect within the elastic limit of steel.

ESE (CE) Paper II Mock Test - 1 - Question 21

Which of the following is a flexural member?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 21

Girt is a horizontal member that provides lateral support to walls.

ESE (CE) Paper II Mock Test - 1 - Question 22

At the time of initial tensioning, the maximum tensile stress immediately behind the anchorage should not exceed :

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 22

0.80 times of ultimate tensile stress

ESE (CE) Paper II Mock Test - 1 - Question 23

Consider the following statements

  1. The double mass curve analysis is adopted to check the consistency of rainfall data.
  2. Isohyetal method gives accurate estimate of average rainfall in a particular catchment area.
  3. Depth-area-duration curves of precipitation are drawn as maximizing envelopes through the appropriate data points.

Which of the above statements are correct.

ESE (CE) Paper II Mock Test - 1 - Question 24

A circular plate of diameter 0.75 m is immersed in a liquid of relative density 0.8 with its plane making an angle of 30° with horizontal. The centre of the plate is at a depth of 1.5 m below the free surface. What will be the total force on one side of the plate?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 24

ESE (CE) Paper II Mock Test - 1 - Question 25

A beam with a cantilever arm BC supporting a freely supported end span CD is shown below. The shear force (in tonnes) at A due to a uniformly distributed dead load of intensity 2 t/m covering the entire span ABCD will be

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 25
ESE (CE) Paper II Mock Test - 1 - Question 26

While designing a combined footing, the resultant of the column loads passes through the centre of gravity of the footing so that the net soil pressure obtained is:

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 26

Uniform

ESE (CE) Paper II Mock Test - 1 - Question 27

The allowable shear stress in stiffened web of mild steel beam decreases with

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 27

Allowable shear stress in the web of the beam decreases with increase in h/t ratio and increase in distance between stiffeners.

ESE (CE) Paper II Mock Test - 1 - Question 28

The consistency of saturated soil is mainly affected by

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 28

Water content

ESE (CE) Paper II Mock Test - 1 - Question 29

The shear lag width for ISA 110 x 110 x 10 is

[Assume gauge distance = 60 mm]

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 29

Length of outstanding leg = 110 mm
Gauge distance (g) = 60 mm
Shear lag width = l + g - t
= 110 + 60 - 10
= 160 mm

ESE (CE) Paper II Mock Test - 1 - Question 30

The deflection at free end ‘C’ of the cantilever shown below will be

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 30
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