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APSC AE CE Paper 1 Mock Test - 3 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test APSC AE CE Mock Test Series 2024 - APSC AE CE Paper 1 Mock Test - 3

APSC AE CE Paper 1 Mock Test - 3 for Civil Engineering (CE) 2024 is part of APSC AE CE Mock Test Series 2024 preparation. The APSC AE CE Paper 1 Mock Test - 3 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The APSC AE CE Paper 1 Mock Test - 3 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for APSC AE CE Paper 1 Mock Test - 3 below.
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APSC AE CE Paper 1 Mock Test - 3 - Question 1

Which one of the following will be preferred for a column?

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 1
Generally rolled ISHB sections with additional intermediate support in the weak direction are used as column sections.
APSC AE CE Paper 1 Mock Test - 3 - Question 2

The degree of workability is medium when the value of slump in mm is:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 2
Low workability –25–50, medium workability–50–100, High workability–100–75
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APSC AE CE Paper 1 Mock Test - 3 - Question 3

Acidity in water is caused due to

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 3
Carbon dioxide is the most common cause of acidity in water. Photosynthesis, respiration, and decomposition all contribute to pH fluctuations due to their influences on CO2 levels. This increases H2CO3, which decreases pH. The effect is becoming more evident in oceanic pH studies over time.
APSC AE CE Paper 1 Mock Test - 3 - Question 4

About Resins which are incorrect:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 4
Resin is a natural or synthetic organic substance that is soluble in some organic solvent such as linseed oil turpentine only. And their resinous solution in a solvent formed varnishes.
APSC AE CE Paper 1 Mock Test - 3 - Question 5

A pre-cast pile generally used is :

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 5

Pre-cast concrete piles are cast and cured in a casting yard and then transported to the site for driving.
 

Pre-cast pile generally used is in form of square cross section with chamfered corners.

Using this square cross section with chamfered corners has three advantages: 
As the corners are chamfered,

a)  The surface area of the piles gets increased. That will provide more frictional resistance and will add to pile capacity.

b) It is easier and cheaper to drive this kind of piles into soils.

c) The corners stress concentration at the edges is avoided.

APSC AE CE Paper 1 Mock Test - 3 - Question 6

Directions: In question select the related number from the given alternatives.
17 : 37∷ 65 : ?

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 6

The pattern here is:
42 + 1 = 17, 4 + 2 = 6;
62 + 1 = 37, 6 + 2 = 8;
82+ 1 = 65, 8 + 2 = 10
Thus,
102 + 1 = 101
Hence the required number is 101.

APSC AE CE Paper 1 Mock Test - 3 - Question 7

The coefficient of passive earth pressure for cohesionless granular soil is represented by

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 7

APSC AE CE Paper 1 Mock Test - 3 - Question 8

The longitudinal shearing stresses acting on the surface between the steel and concrete are called_______ .

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 8

The behavior and load carrying behavior of reinforced concrete structures is influence by the interaction between the concrete and reinforcement. The stress transfer between reinforcement and concrete in the longitudinal direction of the bars is called bond. An essential feature of reinforced concrete is the bond between steel and concrete.

APSC AE CE Paper 1 Mock Test - 3 - Question 9

Dimensions of weight density (or specific weight) in terms of fundamental dimensions (M,L,T,) is given by

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 9

Weight density is given by weight/volume = mg/V
dimensions of m = M
dimensions of g = LT-2
dimensions of V = L3
Hence dimensions of specific weight are ML-2T-2

APSC AE CE Paper 1 Mock Test - 3 - Question 10

The method of design of steel framework for greatest rigidity and economy in wight is known as-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 10
The method of design of steel framework for greatest rigidity and economy in weight is known as fully rigid design.

Hence the option C is correct.

APSC AE CE Paper 1 Mock Test - 3 - Question 11

The flaky aggregate is said to be elongated if its length is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 11
The flaky aggregate is elongated if its length is twice the mean size. The aggregate is said to be flaky when its least dimension is less than 3/5 th (or 60%) of its mean dimension. Elongated aggregate is said to be elongated when its length is greater than 180% of its mean dimension.

Hence the option B is correct.

APSC AE CE Paper 1 Mock Test - 3 - Question 12

Sludge digestion tank or digestion involves-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 12

Sludge digestion, also known as anaerobic digestion, involves anaerobic decomposition. This process occurs in an oxygen-free environment where microorganisms break down organic matter in the absence of oxygen. So, option 2, anaerobic decomposition, is the correct choice. This process is commonly used in wastewater treatment plants to break down organic solids, producing biogas as a byproduct.

APSC AE CE Paper 1 Mock Test - 3 - Question 13

The ratio of liquid limit to plasticity index for a soil mass is called:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 13

Liquidity Index =

Shrinkage Ratio =

=

Consistency Index =

Hence, the correct option is (d).

APSC AE CE Paper 1 Mock Test - 3 - Question 14

Effective length of the fillet weld of length L and size S is given by -

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 14
Effective length of the fillet weld of length L and size S is given by L – 2s.

Hence, the correct option is (b).

APSC AE CE Paper 1 Mock Test - 3 - Question 15

Force in the member EF is:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 15
If at a joint, 3 members meet and two of them are collinear, and there is no external load or reaction at that joint, then the 3rd member (collinear) will always carry zero force. Hence force in member EF is zero.

Hence the correct answer is option d.

APSC AE CE Paper 1 Mock Test - 3 - Question 16

Practical Capacity is:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 16
Practical capacity is the maximum number of vehicles that can pass a given point during one hour without traffic density being so great as to cause unreasonable delay. Possible capacity is the maximum number of vehicles that can pass a given point during one hour under prevailing roadway and traffic conditions. Basic capacity is the maximum number of passenger cars that can pass a given point during one hour under ideal roadway and traffic conditions.

Hence the correct answer is option A.

APSC AE CE Paper 1 Mock Test - 3 - Question 17

If α is the angle of crossing, then the number of crossing 'N' according to the centre line method is given by

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 17
If α is the angle of crossing, then the number of crossing 'N' according to the centre line method is given by (1/2 cot α/2)
APSC AE CE Paper 1 Mock Test - 3 - Question 18

If the column ends are effectively held in position and restrained against rotation at both ends, then the effective length is

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 18
If the column ends are effectively positioned and restrained against rotation at both ends, the effective length is L / 2.

Hence the correct answer is option B.

APSC AE CE Paper 1 Mock Test - 3 - Question 19

Radius of gyration is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 19
Radius of gyration is the Square root of the moment of inertia divided by area.
APSC AE CE Paper 1 Mock Test - 3 - Question 20

The initial setting time is the period elapsing between the time when water is added to the cement and the time at which the needle fails to pierce the test block by:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 20
The initial setting time is the period elapsing between the time when water is added to the cement and the time at which the needle fails to pierce the test block by 5 ±0.5 mm
APSC AE CE Paper 1 Mock Test - 3 - Question 21

Hydrographic survey deals with the mapping of-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 21
Hydrographic survey is the science of measurement and description of features that affect maritime navigation, marine construction, dredging, offshore oil exploration/offshore oil drilling, and related activities.
APSC AE CE Paper 1 Mock Test - 3 - Question 22

To measure static pressure in a pipe, one uses a pressure gauge connected to a:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 22
A Pitot tube measures total pressure and static pressure to determine the velocity pressure from which air velocity can be derived. The Pitot tube is inserted into the duct with the tip pointed toward the airflow. The manometer will then display velocity pressure which can be converted to velocity.
APSC AE CE Paper 1 Mock Test - 3 - Question 23

A sewer which receives the discharge of a number of house sewers is called:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 23
The building, or house, sewer is the smallest pipe in a wastewater collection system. Lateral sewer is the piping that receives the discharge from house sewers.
APSC AE CE Paper 1 Mock Test - 3 - Question 24

Good quality cement contains a higher percentage of :

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 24
The good quality of cement contains;

50% of tricalcium silicate- for rapid strength and quick setting of cement.

30% of dicalcium silicate- hardens slowly and is responsible for long term strength.

10% of tricalcium aluminate-quick action with water.

10% of tetra calcium Aluminoferrate.

5% of Gypsum.

APSC AE CE Paper 1 Mock Test - 3 - Question 25

Sum of the specific yield and specific retention is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 25
The fraction of water held back in the aquifer is known as specific retention. Thus it can be said that porosity is the sum of specific yield and specific retention.

Hence, the correct option is (A).

APSC AE CE Paper 1 Mock Test - 3 - Question 26

Pick the incorrect statement-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 26
For big-size aggregate the total surface area to be wetted is less, also less paste is required for lubricating the surface to reduce internal friction and hence gives high workability.

Hence, the correct option is (B)

APSC AE CE Paper 1 Mock Test - 3 - Question 27

When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 27
This is because the force (friction) applied by the brakes on the car wheel can exceed the car tire’s traction coefficient (friction) on the road surface. When the car tyre starts to skid, friction with the road is further reduced, the brakes require so less force to keep the type locked, thus making the path traveled more than the circumferential movement.

Hence, the correct option is (B)

APSC AE CE Paper 1 Mock Test - 3 - Question 28

Rankine’s theory of earth pressure suits well for _________

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 28
Rankine’s theory of earth pressure doesn’t consider wall friction, so this theory is suitable for RCC retaining wall as the RCC wall is smooth and in masonry retaining, wall as the wall is not smooth, Coulomb's theory is most suitable.
APSC AE CE Paper 1 Mock Test - 3 - Question 29

Non-circular and circular sewers are hydraulically equal when:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 3 - Question 29

Two cross-sections will be hydraulically equal when the hydraulic mean depth of the two is the same.

The hydraulic mean depth is given by:

This implies if the two cross-sections have the same ratio of wetted area to wetted perimeter, then it is said to be hydraulically equal.

APSC AE CE Paper 1 Mock Test - 3 - Question 30

The moisture content of clayey soil is gradually reduced from a large value. The correct sequence of the occurrence of the limit is -

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