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Technical Mock Test CE (SSC JE)- 10 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test Civil Engineering SSC JE (Technical) - Technical Mock Test CE (SSC JE)- 10

Technical Mock Test CE (SSC JE)- 10 for Civil Engineering (CE) 2024 is part of Civil Engineering SSC JE (Technical) preparation. The Technical Mock Test CE (SSC JE)- 10 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Technical Mock Test CE (SSC JE)- 10 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Technical Mock Test CE (SSC JE)- 10 below.
Solutions of Technical Mock Test CE (SSC JE)- 10 questions in English are available as part of our Civil Engineering SSC JE (Technical) for Civil Engineering (CE) & Technical Mock Test CE (SSC JE)- 10 solutions in Hindi for Civil Engineering SSC JE (Technical) course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Technical Mock Test CE (SSC JE)- 10 | 100 questions in 60 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study Civil Engineering SSC JE (Technical) for Civil Engineering (CE) Exam | Download free PDF with solutions
Technical Mock Test CE (SSC JE)- 10 - Question 1

Match List-I with List-II and select the correct answer using the codes given below the lists:

Technical Mock Test CE (SSC JE)- 10 - Question 2

Traps are used in household drainage systems to

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Technical Mock Test CE (SSC JE)- 10 - Question 3

Eutrophication of water bodies is caused by the

Technical Mock Test CE (SSC JE)- 10 - Question 4

Zero hardness of water is achieved by

Technical Mock Test CE (SSC JE)- 10 - Question 5

Sewage sickness occurs when

Technical Mock Test CE (SSC JE)- 10 - Question 6

Self-purification of running streams may be due to

Technical Mock Test CE (SSC JE)- 10 - Question 7

Which of the following is a weakness of bar chart

Technical Mock Test CE (SSC JE)- 10 - Question 8

The time corresponding to minimum total project cost is

Technical Mock Test CE (SSC JE)- 10 - Question 9

Uniformity coefficient of a soil is

Technical Mock Test CE (SSC JE)- 10 - Question 10

A sample of soil has the following properties:

Liquid limit = 45%

Plastic limit = 25%

Shrinkage limit = 17%

Natural moisture content = 30%

The consistency index of the soil is

Technical Mock Test CE (SSC JE)- 10 - Question 11

In a saturated soil deposit having a density of 22 kN/m3, the effective normal stress on ahorizontal plane at 5 m depth will be

Technical Mock Test CE (SSC JE)- 10 - Question 12

The dry density of a soil is 1.5 g/cc. If the saturation water content were 50%, then itssaturated density and submerged density would, respectively, be

Technical Mock Test CE (SSC JE)- 10 - Question 13

In standard penetration test, the splitspoon sampler is penetrated into the soil stratum by giving blows from a drop weight whose weight(in kg) and free fall (in cm) are, respectively

Technical Mock Test CE (SSC JE)- 10 - Question 14

Fibre saturation point of timber is the moisture content in % when

Technical Mock Test CE (SSC JE)- 10 - Question 15

According to the relevant I.S. code, the weight of the timber is to be reckoned at a

Technical Mock Test CE (SSC JE)- 10 - Question 16

Bureau of Indian Standards classifies bitumen into grades 65/25, 85/40 etc. The first and second numbers respectively refer to

Technical Mock Test CE (SSC JE)- 10 - Question 17

Surkhi is added to lime mortar to

Detailed Solution for Technical Mock Test CE (SSC JE)- 10 - Question 17

Surkhi is broken brick powder or burnt clay soil and used as a substitute for sand for concrete and mortar, and has almost the same function as of sand but it also imparts some strength and hydraulicity.

Surkhi is used as a substitute for sand for concrete and mortar and has almost the same function as of sand but it also imparts some strength and hydraulicity. Surkhi is made by grinding to powder burnt bricks, brick-bats or burnt clay; under-burnt or over-burnt bricks should not be used, nor bricks containing high proportion of sand. When clay is especially burnt for making into surkhi, an addition of 10 to 20 per cent of quick lime will improve its quality; small clay balls are made for burning.

Technical Mock Test CE (SSC JE)- 10 - Question 18

Increase in fineness of cement

Technical Mock Test CE (SSC JE)- 10 - Question 19

Consider the following statements:

The effect of air entrainment in concrete is to

1. increase resistance to freezing and thawing

2. improve workability

3. decrease strength

Which of these statements are correct

Technical Mock Test CE (SSC JE)- 10 - Question 20

The beam ABC shown in Fig. is horizontal

The distance to the point of contraflexure from the fixed end 'A' is

Technical Mock Test CE (SSC JE)- 10 - Question 21

The bending moment diagram of the beam shown in Fig. 10.55 is

Technical Mock Test CE (SSC JE)- 10 - Question 22

A shaft turns at 150 rpm under a torque of 1500 Nm. Power transmitted is

Technical Mock Test CE (SSC JE)- 10 - Question 23

For the compound bar whown in Fig. 10.61, the ratio of stresses in the portions AB : BC:
CD will be

Technical Mock Test CE (SSC JE)- 10 - Question 24

A beam of square section 'a' is used with its diagonal horizontal. The modulus of section of
the beam is given by

Technical Mock Test CE (SSC JE)- 10 - Question 25

Lug angles

Technical Mock Test CE (SSC JE)- 10 - Question 26

For rivets in tension with counter-sunk heads, the tensile value shall be

Technical Mock Test CE (SSC JE)- 10 - Question 27

Battens provided for a compression member shall be designed to carry a transverse shear equal to

Technical Mock Test CE (SSC JE)- 10 - Question 28

Deep beams are designed for

Technical Mock Test CE (SSC JE)- 10 - Question 29

Minimum clear cover (in mm) to the main steel bars in slab, beam, column and footing respectively are

Technical Mock Test CE (SSC JE)- 10 - Question 30

In case of 2-way slab, the limiting deflection of the slab is

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