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

APSC AE CE Paper 1 Mock Test - 8 for Civil Engineering (CE) 2024 is part of APSC AE CE Mock Test Series 2024 preparation. The APSC AE CE Paper 1 Mock Test - 8 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The APSC AE CE Paper 1 Mock Test - 8 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 - 8 below.
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APSC AE CE Paper 1 Mock Test - 8 - Question 1

Lewelling, centering and Orientation are work operation of

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 1
Levelling, centering and Orientation are work operations of the Plane Table Surveying Technique.

Hence the correct answer is option D.

APSC AE CE Paper 1 Mock Test - 8 - Question 2

According to IS 456–2000, the minimum slenderness ratio for a short column is

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 2
According to IS 456–2000, the minimum slenderness ratio for a short column is Less than 12.

hence the correct answer is option A.

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

The size of modular brick is -

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 3
Standard brick, modules brick, actual brick size 19×9×9 cm.

And nominal brick size = modular brick +mortar =20×10×10 cm.

APSC AE CE Paper 1 Mock Test - 8 - Question 4

When the curvature of earth is taken into account, the surveying is called as

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 4

Plane surveying: Mean surface of earth is considered as plane.
Geodetic surveying: Curvature of the earth is taken into account.

APSC AE CE Paper 1 Mock Test - 8 - Question 5

Cohensionless soil is

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 5

Cohesionless soils are defined as any free-running type of soil, such as sand or gravel, whose strength depends on friction between particles (measured by the friction angle, Ø).

APSC AE CE Paper 1 Mock Test - 8 - Question 6

For a rivet of 36 mm diameter, the diameter of the hole shall be taken as :

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 6
If , 36 ≥ 25 the gross diameter is (36+2) mm therefore, 36 + 2 = 38 mm
APSC AE CE Paper 1 Mock Test - 8 - Question 7

The bending equation is written as:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 7
Bending equation

(M/I=σb/Y=E/R)

Hence the option A is correct.

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

If the initial D.O. of sewage sample is 6mg/l and final D.O. is 2 mg/l. The dilution is 1%. Then the BOD of the sample is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 8
BOD = (Initial D.O. – Final D.O.) × Dilution Factor

Hence the correct answer is option d.

APSC AE CE Paper 1 Mock Test - 8 - Question 9

Quick lime is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 9
Calcium oxide or CaO is also known as burnt lime which is a white and alkaline crystal used commonly.

It is made by thermal decomposition of calcium-rich materials like seashells, limestone, etc.

By heating these materials in the process called calcination or lime burning, quick lime is obtained.

Hence the correct answer is option B.

APSC AE CE Paper 1 Mock Test - 8 - Question 10

If the water table rises above ground level, then effective stress-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 10
Total stress =

Pore pressure

Effective stress

If the water table rises above the ground level, the total stress and neutral stress will increase by the same magnitude, but effective stress remains unchanged.

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 8 - Question 11

While designing combined footing, the resultant of the column loads passes through the centre of gravity of the footing slab such that the net soil pressure obtained is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 11
It is desirable to design combined footing so that the centroid of the footing area coincides with the resultant of the two-column loads. This produces uniform bearing pressure over the entire area and forestalls a tendency for the footing to tilt.
APSC AE CE Paper 1 Mock Test - 8 - Question 12

A uniform rise in temperature on a portal frame will cause

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 12
Sway depends upon external loading.

Hence the correct answer is option A.

APSC AE CE Paper 1 Mock Test - 8 - Question 13

The functional loss in the value of the property due to change in design, structure, fashion, utility, demand, etc. is known as-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 13
Obsolescence: The value of property or structures become less by its becoming out of date in style, in structure in design, etc. 1) The loss in the value of the property is due to change of design, fashion, in the structure of the other, change of utility, demand.

Hence the correct answer is option A.

APSC AE CE Paper 1 Mock Test - 8 - Question 14

What is the moisture depth available for evapotranspiration in the root zone of 1.5 m depth soil if the dry weight of soil is 2 gm/cc, field capacity is 40%, and the permanent wilting point is 20%?

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 14
Moisture depth = S.d(FC x PWP)

= 2 x 1.5 (0.4-0.2)

= 3 x 0.2

= 0.6 m

= 600 mm

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 8 - Question 15

The tensile strength of concrete in flexure and per IS: 456 is where (fck) is the characteristic strength of concentre.

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 15
The tensile strength of concrete in flexure and per IS: 456 is 0.7√fck, where (fck) is the characteristic strength of concentre.

Hence the correct answer is option B.

APSC AE CE Paper 1 Mock Test - 8 - Question 16

The process by which a mass of saturated soil is caused by external forces to suddenly lose its shear strength and to behave as fluid is called-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 16
The phenomenon when the sand losses its shear strength due to oscillatory motion is known as liquefaction of sand—the structure resting on such soil sink.
APSC AE CE Paper 1 Mock Test - 8 - Question 17

The shape of the vertical curve generally provided is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 17
In the case of a parabolic curve, it is easy to work out the minimum sight distance, which is an important factor to be considered while calculating the length of the vertical curve.
APSC AE CE Paper 1 Mock Test - 8 - Question 18

In a flow field, the streamlines, and equipotential lines-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 18

Concept:

Stream line is an imaginary curve drawn through a flowing fluid in such a way so that the tangents to it at any point gives the direction of the instantaneous velocity of flow at that point.
Equipotential lines are formed by joining the different points having the same value of velocity potential function.

Properties: 

Slope of equipotential Line × Slope of stream function = -1
i.e. streamlines and equipotential lines always meet orthogonally.
Meshes formed by them may be in square, rectangular or curvilinear.

APSC AE CE Paper 1 Mock Test - 8 - Question 19

Muller-Breslau principle is applicable to get influence line for-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 19
The principle states that the influence lines of action (force or moment) assumes the scaled form of the deflection displacement. OR, This principle states that "ordinate of ILD for a reactive force is given by ordinate of the elastic curve if a unit deflection is applied in the direction of the reactive force."
APSC AE CE Paper 1 Mock Test - 8 - Question 20

The distance between the centered of the area of tension reinforcement and the maximum compressive fiber in a reinforced concrete beam design is known as-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 20

APSC AE CE Paper 1 Mock Test - 8 - Question 21

In leveling operation :

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 21

a) the first sight taken on changing point is foresight, not back sight.

b) the second sight on any changing point is back sight, not foresight.

c) line commences with a backsight and ends with a foresight.

Before shifting the instrument, the last sight is foresight which is taken on change point. After shifting the instrument, the first sight taken is taken on the same change point, i.e., back sight.

APSC AE CE Paper 1 Mock Test - 8 - Question 22

Dry rot :

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 22
Dry rot, also known as brown rot, is wood decay caused by fungi, which can ruin any wooden structures inside or outside your home. When dry rot occurs, the fungi break down cellulose and hemicellulose, the components which give the wood strength and resilience.
APSC AE CE Paper 1 Mock Test - 8 - Question 23

Coefficient of earth pressure at rest is given by :

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 23
Sometimes it is also defined as the neutral lateral earth pressure or the lateral earth pressure at consolidated equilibrium. The ratio of lateral to vertical earth pressure in this “no lateral strain” condition is termed the coefficient of earth pressure at rest, K0 = σ31.
APSC AE CE Paper 1 Mock Test - 8 - Question 24

A partially prestressed member is one in which-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 24
Partial Prestressing When the level of prestressing is such that under tensile stresses due to service loads, the crack width is within the allowable limit, it is called Partial Prestressing.

Hence, the correct option is (D)

APSC AE CE Paper 1 Mock Test - 8 - Question 25

In the limit state method of design, the failure criterion for reinforced concrete beams and columns is-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 25
In limit state method of design, the failure criterion for reinforced concrete beams and column is governed by maximum m strain a concrete at the outermost compression fibre should be less than the maximum principal strain which is taken as 0.0035 in bending regardless the strength of concrete.

Hence, the correct option is (B)

APSC AE CE Paper 1 Mock Test - 8 - Question 26

Bhakra Dam is a-

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 26
Bhakra Dam is a concrete gravity dam on the Sutlej River in Bilaspur, Himachal Pradesh in northern India.

Hence, the correct option is (A)

APSC AE CE Paper 1 Mock Test - 8 - Question 27

Which of the following represents the requirement of valid contracts:

a. It must be in writing

b. can be enforced in a court of law

c. Parties should give the consent for agreement

d. Parties concerned must be competent

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 27
There are six requirements for a contract to be valid

1. The agreement consists of an offer and an acceptance of an offer.

2. Something must be bargained for in exchange for a promise.

3. All parties must have the legal ability and capacity to be held to a contract.

4. Both parties must agree to the terms of the contract.

5. Subject of bartering must be legal.

6. The contract must be written out to be adequately enforced in a court of law.

APSC AE CE Paper 1 Mock Test - 8 - Question 28

A submerged pipe outlet is an example of

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 28

Submerged pipe outlet is a non-modular type of outlet so the discharge depends upon the water level in both the minor and well chamber.

Thus discharge through outlet can be increased by increasing HL or by increasing the depth of water in the minor. If there is any drop in the water level in the minor, the HL and discharge will decrease.

The other common examples of this type of outlet are

a) Open Sluice

b) Drowned pipe outlet

APSC AE CE Paper 1 Mock Test - 8 - Question 29

To obtain a very high strength concrete, one should use very fine-grained:

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 29
For high-strength concrete, it is preferable to use high-strength aggregates such as granite aggregates than rounded gravel aggregates.

Heavyweight concrete uses heavy natural aggregates such as barites or magnetite or manufactured aggregates such as iron or lead shot.

Volcanic Scoria is a lightweight aggregate that may be used in interior slabs to reduce weight.

APSC AE CE Paper 1 Mock Test - 8 - Question 30

If the ratio of the span to the overall depth does not exceed 7, the stiffness of the beam will ordinarily be satisfactory in case of a

Detailed Solution for APSC AE CE Paper 1 Mock Test - 8 - Question 30
As per IS 456:2000 clause 23.2.1 (a)

The vertical deflection limits may be assumed to be satisfied provided that the span to effective depth ratio should not exceed the basic values tabulated below, for span less than or equal to 10 m.

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