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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  APSC AE CE Mock Test Series 2024  >  APSC AE CE Paper 1 Mock Test - 9 - Civil Engineering (CE) MCQ

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

APSC AE CE Paper 1 Mock Test - 9 for Civil Engineering (CE) 2024 is part of APSC AE CE Mock Test Series 2024 preparation. The APSC AE CE Paper 1 Mock Test - 9 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The APSC AE CE Paper 1 Mock Test - 9 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 - 9 below.
Solutions of APSC AE CE Paper 1 Mock Test - 9 questions in English are available as part of our APSC AE CE Mock Test Series 2024 for Civil Engineering (CE) & APSC AE CE Paper 1 Mock Test - 9 solutions in Hindi for APSC AE CE Mock Test Series 2024 course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt APSC AE CE Paper 1 Mock Test - 9 | 100 questions in 120 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study APSC AE CE Mock Test Series 2024 for Civil Engineering (CE) Exam | Download free PDF with solutions
APSC AE CE Paper 1 Mock Test - 9 - Question 1
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In reciprocal leveling, the error which is not completely eliminated, is to to

Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 1
It depends upon the surrounding temp and sensitivity of the bubble tube.
APSC AE CE Paper 1 Mock Test - 9 - Question 2
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The volume of voids to volume of solids is known as

Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 2
The void ratio of a mixture is the ratio of the volume of voids to the volume of solids. is porosity, VV is the volume of void-space (air and water), VS is the volume of solids, and VT is the total or bulk volume.
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APSC AE CE Paper 1 Mock Test - 9 - Question 3
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The wall constructed for the stability of an excavated portion of a road on the hillside, is known as

Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 3
The wall constructed for the stability of an excavated portion of a road on the hillside, is known as Breast wall.
APSC AE CE Paper 1 Mock Test - 9 - Question 4
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The effective span, of the cantilever slab at the end of a continuous slab is,
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 4

Correct option is A. Length up to the face of the support + half of the effective depth

APSC AE CE Paper 1 Mock Test - 9 - Question 5
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Chemically, marble is known as -
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 5
Chemical rocks are classified into three categories

1. Argillaceous Rock. The chief constituent of argillaceous rocks Is clay Alumina (Al2O). Slate and laterite are examples.

2. Silicious Rocks: The chief constituent of silicious rocks is sand (Silica, (SiO2) ). quartzite and granite are its examples.

3. Calcareous Rocks: The chief constituent of calcareous rocks is lime. Its examples are limestone and marble.

APSC AE CE Paper 1 Mock Test - 9 - Question 6
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The limiting length of an offset does not depend upon-
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 6
The allowable length of offset depends upon the degree of accuracy required, scale, method of setting out the perpendicular, and nature of the ground.
APSC AE CE Paper 1 Mock Test - 9 - Question 7
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In the following question, select the related letters/number from the given alternatives.
GREAT : 25 : : NUMBER : ?
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 7

Here, GREAT is a five character word ⇒ 5 × 5 = 25
Therefore, NUMBER is a six character word ⇒ 6 × 6 = 36
Hence answer is 36.

APSC AE CE Paper 1 Mock Test - 9 - Question 8
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If void ratio is 0.65 and specific gravity is 2.65 then the critical hydraulic gradient is
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 8

ic = (G + 1) ÷ (1 + e)
= ic = (2.65 - 1) ÷ (1 + 0.65) = 1

APSC AE CE Paper 1 Mock Test - 9 - Question 9
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The slenderness limit for simply supported or continuous beam to ensure lateral stability is:
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 9

As per IS 456:2000, clause 23.3, A simply supported or continuous beam shall be so proportioned that the clear distance between the lateral restraints does not exceed 60b or 250b2/d whichever is less, where d is the effective depth of the beam and b is the breadth of the compression face midway between the lateral restraints.

APSC AE CE Paper 1 Mock Test - 9 - Question 10
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In a gradually varied flow, if dy/dx is positive them dE/dx will be
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 10

Positive if y > yc

APSC AE CE Paper 1 Mock Test - 9 - Question 11
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The age of trees can be understood by
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 11

Each year, trees from new cells, arranged in concentric circles called annual growth rings which are used to understand its age.

APSC AE CE Paper 1 Mock Test - 9 - Question 12
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The limiting length of an offset does not depend upon-
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 12
Offsets are the lateral distance of an object or ground feature measured from a survey line. The limiting length of an offset depends upon the accuracy of the work method of setting out perpendiculars, Scale of plotting, etc. It does not depend upon the Indefinite feature to be surveyed.

Hence the option D is correct.

APSC AE CE Paper 1 Mock Test - 9 - Question 13
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A beam simply supported at both the ends of length ‘L’ carries two equal unlike couple ‘M’ at two ends if the flexure rigidity EI is constant. Then the central deflection of the beam is given by-
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 13
A beam simply supported at both ends carried two equal, unlike couples at both ends.

The slope at both ends will be equal

(θA=θB)

(ML/2EI)

Deflection will be maximum at the center

(△max=△center)(=ML2/8EI)

Hence the option D is correct.

APSC AE CE Paper 1 Mock Test - 9 - Question 14
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Pozzolans are rich in-
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 14
Puzzolanas are rich in silica and alumina and contain only a small quantity of alkalis.

Hence the option B is correct.

APSC AE CE Paper 1 Mock Test - 9 - Question 15
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An alidade is used in plane table surveying for
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 15
Alidade is an instrument with a sighting vane and a steel ruler used for drawing lines on the drawing sheet by sighting through crosshair.

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 9 - Question 16
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Von-Karmon at a definite distance from the wall -
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 16
In 2D incompressible and steady flow, the pressure gradient in the direction of flow is zero

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 9 - Question 17
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The sum of interior angles of a closed traverse is -
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 17
For closed traverses, Sum of Interior angles = (n-2) x 180°, where n = number of angles in the traverse.

Hence the correct answer is option A.

APSC AE CE Paper 1 Mock Test - 9 - Question 18
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Which of the following is not primary air or pollutant?
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 18
The primary air pollutants are

(i) Oxides of Sulphur

(ii) Oxides of Carbon

(iii) Oxides of Nitrogen

(iv) Suspended particulate matter

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 9 - Question 19
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In clay minerals, the iolite mineral is made of -
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 19

Kaolinite – H2 bond

Little – Ionic Bond

Montmorillonite – Water bond

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 9 - Question 20
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Given that the base period is 120 days and the duty of the canal is 1100 hectares per cumecs, the depth of water will be
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 20

Δ = 0.942 m = 94.2 cm

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 9 - Question 21
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The modulus of elasticity of steel is more than that of concrete. It indicates that steel is
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 21
The modulus of elasticity of steel is about 200 GPa or 29,000,000 psi, and the modulus of elasticity of concrete is around 30 GPa or 4,350,000 psi. The modulus of elasticity of aluminum is 69 GPa or 10,000,000 psi.

Hence the correct answer is option B.

APSC AE CE Paper 1 Mock Test - 9 - Question 22
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A flat slab is supported on
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 22
Flat slab is a reinforced concrete slab supported directly by concrete columns without beams. A flat slab is defined as a one-sided or two-sided support system with a sheer load of the slab being concentrated on the supporting columns and a square slab called drop panels.

Hence the correct answer is option B.

APSC AE CE Paper 1 Mock Test - 9 - Question 23
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The maximum permissible stress in shear for power driven shop rivet is
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 23
The maximum permissible stress in shear for power-driven shop rivet is100 N/mm2

Hence the correct answer is option C.

APSC AE CE Paper 1 Mock Test - 9 - Question 24
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The portion of a brick cut across its mid-width and having its length equal to that of a full brick is known as-
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 24

When a brick is cut along its length, making it two equal halves then it is called queen closer. Thus a queen closer is a broken brick portion whose width is half as wide as the original brick. This is also called as queen closer half.

APSC AE CE Paper 1 Mock Test - 9 - Question 25
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A beam is defined as a structural member subjected to-
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 25
Generally, beams are placed in a transverse direction to the slab. In the direction parallel to the shorter span of the slab. Hence loading in the beam is transverse loading.
APSC AE CE Paper 1 Mock Test - 9 - Question 26
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A web plate is called unstiffened if the ratio of clear depth and thickness is less than-
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 26
If the thickness is more than d/85, then no need to provide any type of stiffness. So 85 is correct.
APSC AE CE Paper 1 Mock Test - 9 - Question 27
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A tension member, if subjected to a possible reversal of stress due to wind, the slenderness ratio of the number should not exceed
APSC AE CE Paper 1 Mock Test - 9 - Question 28
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Bernoulli's theorem deals with the law of conservation of:
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 28
Bernoulli's principle can be derived from the principle of conservation of energy. In a steady flow, this law states that the sum of all forms of energy in a fluid along a streamline. This requires that the sum of kinetic energy, potential energy, and internal energy remain on the web’s minimum thickness constant.
APSC AE CE Paper 1 Mock Test - 9 - Question 29
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With storage, the strength of cement:
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 29

  • Due to the hygroscopic nature of cement, it quickly absorbs moisture from the atmosphere.

  • This moisture or dampness is the main hazard for cement, making it hard like stone, and it converts it to a useless material not suitable for construction.

  • Storage of cement requires more care as the strength of cement decreases with time.

  • Storage of cement should be done so that it is not exposed to the atmosphere, which can be done by packing in air-tight bags.

  • For storage guidelines, rules are mentioned in IS 4082:1996

APSC AE CE Paper 1 Mock Test - 9 - Question 30
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If W is the load in a circular slab of radius R, the maximum radial moment at the center of the slab is
Detailed Solution for APSC AE CE Paper 1 Mock Test - 9 - Question 30

Radial moment at the centre of the Circular slab is

Where MR = Radial moment

R = radius of slab

μ = Poisson’s ratio

r = any section at a distance r from centre of the slab

W = load on circular slab

For the maximum radial moment at centre

r = 0 and μ = 0

Therefore,

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