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APSC JE CE Paper 2 Mock Test - 5 Free Online Test 2026


Full Mock Test & Solutions: APSC JE CE Paper 2 Mock Test - 5 (100 Questions)

You can boost your Civil Engineering (CE) 2026 exam preparation with this APSC JE CE Paper 2 Mock Test - 5 (available with detailed solutions).. This mock test has been designed with the analysis of important topics, recent trends of the exam, and previous year questions of the last 3-years. All the questions have been designed to mirror the official pattern of Civil Engineering (CE) 2026 exam, helping you build speed, accuracy as per the actual exam.

Mock Test Highlights:

  • - Format: Multiple Choice Questions (MCQ)
  • - Duration: 120 minutes
  • - Total Questions: 100
  • - Analysis: Detailed Solutions & Performance Insights

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APSC JE CE Paper 2 Mock Test - 5 - Question 1

The shape of the bending moment diagram for a uniformly distributed load is:

Detailed Solution: Question 1

The equation for a bending moment of a UDL acting on a beam is of the order of 2nd degree, which in mathematical terms is represented by a parabola.

APSC JE CE Paper 2 Mock Test - 5 - Question 2

A two hinged arch is statically indeterminate by

Detailed Solution: Question 2

Two-hinged arch is the statically indeterminate structure to degree one. Usually, the horizontal reaction is treated as redundant and is evaluated by the method of least work.

APSC JE CE Paper 2 Mock Test - 5 - Question 3

The maximum strain in the tension reinforcement in the section at failure shall not be less than:

Detailed Solution: Question 3

The maximum strain in the tension reinforcement in the section at failure shall not be less than: ((fy/1.15Es) + 0.002)

Hence the correct answer is option A.

APSC JE CE Paper 2 Mock Test - 5 - Question 4

Torsion resisting capacity of a given RC section

Detailed Solution: Question 4

As the area of longitudinal and transverse reinforcement increases and hence the torsion resistance capacity of the section increases. To resist torsion section reinforcement must consist of closely spaced stirrups and longitudinal bars.

APSC JE CE Paper 2 Mock Test - 5 - Question 5

The wall constructed for the stability of an excavated portion of a road on the hillside, is known as

Detailed Solution: Question 5

The wall constructed for the stability of an excavated portion of a road on the hillside, is known as Breast wall.

APSC JE CE Paper 2 Mock Test - 5 - Question 6

Plastic asphalt is -

Detailed Solution: Question 6

Plastic asphalt = a mixture of cement and asphalt.

Mastic asphalt = used for damp proof and waterproof layer.

Plastic bitumen = used for filling cracks in masonry structure using asbestos powder as a filler.

APSC JE CE Paper 2 Mock Test - 5 - Question 7

Standard penetration resistance in very stiff clays lies between:

Detailed Solution: Question 7

Standard penetration resistance in very stiff clays lies between 15 and 30.

Hence the correct answer is option D.

APSC JE CE Paper 2 Mock Test - 5 - Question 8

Good quality sand is never obtained from -

Detailed Solution: Question 8

Good quality sand is never obtained from the sea.

In the sea, the amount of salt is more than others.

APSC JE CE Paper 2 Mock Test - 5 - Question 9

Flow of fluid take place due to its:

Detailed Solution: Question 9

A fluid is a substance that is capable of flowing, moving, or deforming under the action of shear force (however small the force maybe). If there is no shear force, the fluid will be at rest.

APSC JE CE Paper 2 Mock Test - 5 - Question 10

The difference in pressure head, measured by a mercury water differential memo meter for a 20 cm difference of mercury level, will be:

Detailed Solution: Question 10

Pressure difference

Hence h = 2.72 m

APSC JE CE Paper 2 Mock Test - 5 - Question 11

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

Detailed Solution: Question 11

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 JE CE Paper 2 Mock Test - 5 - Question 12

The load factors for live load and dead load are-

Detailed Solution: Question 12

The load factors for live load and dead load are 2.2 and 1.5, respectively. The load factor for the dead load will always be less than the load factor for the live load.

Hence the option B is correct.

APSC JE CE Paper 2 Mock Test - 5 - Question 13

To the calculated area of cover plates of build-up beam, an allowance for rivet hole to be added is-

Detailed Solution: Question 13

To the calculated area of cover plates of a build-up beam, an allowance for rivet holes to be added is 13%

Hence the option B is correct.

APSC JE CE Paper 2 Mock Test - 5 - Question 14

The consistence index is given by:

Detailed Solution: Question 14

It is the statement of the parallel axis theorem.

APSC JE CE Paper 2 Mock Test - 5 - Question 15

Abrasion test on road aggregates done to:

Detailed Solution: Question 15

The abrasion test measures aggregate toughness and abrasion resistance such as crushing, degradation and disintegration. This test is suggested by AASHTO T 96 or ASTM C 131: Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in Los Angeles Machine.

Hence the correct answer is option B.

APSC JE CE Paper 2 Mock Test - 5 - Question 16

Mohr’s circle can be drawn only for:

Detailed Solution: Question 16

A Mohr’s circle is a graphical representation of stress and strain acting on any plane in the body.

Hence the correct answer is option C.

APSC JE CE Paper 2 Mock Test - 5 - Question 17

If α is the blade angle at the outlet, the maximum hydraulic efficiency of an impulse turbine is:

Detailed Solution: Question 17

The velocity at which flow changes from laminar to turbulent is called critical velocity, and the state between their two flows is the transition state.

Hence the correct answer is option A.

APSC JE CE Paper 2 Mock Test - 5 - Question 18

Major principal stress at A point is 200 MPa. The radius of Mohr’s stress circle is 50MPa. What is the minor principal stress at the point?

Detailed Solution: Question 18

(σ1 = 200)

σ1 − σ3 =100

Hence,(σ3 = 200 − 100 = 100MPa)

Hence correct answer is option B.

APSC JE CE Paper 2 Mock Test - 5 - Question 19

For the determination of water content, the soil sample is heated for a period of 24 hrs. at a temperature of-

Detailed Solution: Question 19

Water Content Determination - Civil Engineering Notes. 110 ± 5°C. The period of 24 hours is sufficient for all normal soils to cause the evaporation of water from them. If the soil contains organic matter, then the oven temperature should be between 60 to 80 degrees Centigrade.

APSC JE CE Paper 2 Mock Test - 5 - Question 20

Los Angeles machine is used to test the aggregate for-

Detailed Solution: Question 20

Los Angeles Abrasion Test on Aggregates -Values for Pavements and Roads. Los Angeles abrasion test on aggregates is the measure of aggregate toughness and abrasion resistance such as crushing, degradation and disintegration.

APSC JE CE Paper 2 Mock Test - 5 - Question 21

The 'fix' of a plane table from three known points is good, if :

Detailed Solution: Question 21

The 'fix' of a plane table from three known points is good if the middle station is nearest.

Hence, the correct option is (A).

APSC JE CE Paper 2 Mock Test - 5 - Question 22

The codal provision recommends minimum shear reinforcement in the form of stirrups in the beam

1. To cater for any torsion in the beam section

2. To improve the ductility of the cross-section

3. To improve dowel action of longitudinal tension bar.

Select the correct answer using the codes given below :

Detailed Solution: Question 22

The provisional of nominal web reinforcement restrains the growth of inclined shear cracks, improves the dowel action of the longitudinal tension bars, introduces ductility in shear and provides a warning of the impending failure.

Hence, the correct option is (B)

APSC JE CE Paper 2 Mock Test - 5 - Question 23

The only suitable method for hardening the low carbon steel is case hardening. Which of the following is a case hardening process?

Detailed Solution: Question 23

Cyaniding is a case-hardening process that is fast and efficient; it is mainly used on low-carbon steels. The part is heated to 871–954 °C (1600–1750 °F) in a bath of sodium cyanide and then is quenched and rinsed, in water or oil, to remove any residual cyanide.

Hence, the correct option is (A)

APSC JE CE Paper 2 Mock Test - 5 - Question 24

Which of the following is not a classification of piles on the basis of installation-

Detailed Solution: Question 24

Piles are classified as steel pile on the basis of a material of piles.

Basically, steel piles are a big screw, made of galvanized steel with a helical flange that not only helps to insert the pile, but also helps secure it into the ground. By using a mini-excavator with special attachments, a drill can enter the ground while measuring the load-bearing capacity of the soil.

Hence, the correct option is (D)

APSC JE CE Paper 2 Mock Test - 5 - Question 25

The critical carrying capacity of a column designed by the working stress method is 200kN. The collapse load of the column is-

Detailed Solution: Question 25

F.O.S. for concrete = 1.5

Collapse Load = F.O.S. X working load

(= 1.5 × 200 = 300 kN)

Hence, the correct option is (B)

APSC JE CE Paper 2 Mock Test - 5 - Question 26

The hardwood is produced by which of the following trees?

Detailed Solution: Question 26

Hardwood is generally obtained from a Deciduous tree, and a Coniferous tree obtains softwood.

Examples of Deciduous trees are

Oak, Sal, Teak, Babul, Mahogany, Shishum, etc.

Examples of coniferous trees are

Chir, Deodar, Pine, Spruce, Kail (Botanical name - Pinus wallichiana), etc

Wood obtained from coniferous trees is soft, lightweight, weak, and resinous. Hence is of limited engineering application.

Wood obtained from deciduous trees are complex, substantial, heavyweight, and not resinous. Hence it is suitable for engineering applications.

APSC JE CE Paper 2 Mock Test - 5 - Question 27

Consistency as applied to cohesive soils is an indicator of its:

Detailed Solution: Question 27

Soil consistency is the strength with which soil materials are held together or the resistance of soils to deformation and rupture. It is related to the shear strength of the soil.

Porosity is defined as the ratio of the volume of voids to the volume of soil in a given soil mass.

APSC JE CE Paper 2 Mock Test - 5 - Question 28

Cofferdam is a:

Detailed Solution: Question 28

  • Coffer Dham is a temporary structure constructed in a river, lake, etc for excluding water from a given site (where the construction is to start) to enable the building operation to be performed on a dry surface.

  • It may be made of earth materials, timber or steel sheet piling, or a combination of these.

  • A cofferdam is neither a type of foundation nor a permanent structure to store water.

APSC JE CE Paper 2 Mock Test - 5 - Question 29

The period of cleaning of a slow sand filter is usually:

Detailed Solution: Question 29

Slow sand filter: They consist of fine sand, supported by gravel. They capture particles near the surface of the bed and are usually cleaned by scraping away the top layer of sand that contains the particles.

Cleaning:

  • For cleaning, the top layer of sand is scrapped and 1.5 to 3 cm of sand is removed in each cleaning.

  • The frequency of cleaning is 1 to 3 months.

  • The rate of filtration is 100-200 l/hr/m2 of filter area.

  • It is used for smaller plants in villages.

Rapid sand Filter: They consist of larger sand grains supported by gravel and capture particles throughout the bed. They are cleaned by backwashing water through the bed to 'lift out' the particles.

Cleaning:

  1. Cleaning of the filter can also be done using surface wash but it should be accompanied by backwash.

  2. Washing period = 24 to 48 hrs.

APSC JE CE Paper 2 Mock Test - 5 - Question 30

The effective length of a structural steel compression member of length L effectively held in position and restrained against rotation at one end but neither held in a position nor restrained against rotation at the other end is

Detailed Solution: Question 30

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