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Building Construction Mock test – 4 || Civil Engineering Mock tests




Welcome to your Building construction Mock test - 4
Take an exciting test in Building Construction
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1.

The additional piles which are driven to increase the capacity of supporting loads on vertical piles, are known

1 out of 25
2.

The loose pockets in soil mass can be bridged safely by providing a raft foundation provided the soft area is smaller than

2 out of 25
3.

The concrete slump recommended for beams and slabs; is

3 out of 25
4.

Nogging of a common wooden partition is

4 out of 25
5.

Stud(s) of a common wooden partition

5 out of 25
6.

Queen closer may be placed

6 out of 25
7.

The foundation in which a cantilever beam is provided to join two footings, is known as

7 out of 25
8.

The range of spread from the wall base to outer edge of a brick work foundation does not exceed

8 out of 25
9.

Pick up the incorrect statement from the following:

9 out of 25
10.

The bearing capacity of a water logged soil, may be improved by

10 out of 25
11.

While designing a stair, the product of rise and going is approximately kept equal to

11 out of 25
12.

The strength of brick masonry in 1:6 cement mortar, is

12 out of 25
13.

The 9 cm × 9 cm side of a brick as seen in the wall face, is generally known a

13 out of 25
14.

Pick up the incorrect statement from the following:

14 out of 25
15.

The pile which is provided with a bulb filled with concrete at its lower end, is known as

15 out of 25
16.

A cut in frame of a door to receive the shutter, is called

16 out of 25
17.

The form work from the sides of beams can be removed only after

17 out of 25
18.

To construct a 10 cm thick partition wall, you will prefer

18 out of 25
19.

Bearing capacity of soils cannot be improved by

19 out of 25
20.

Ornamental moulded course placed on the top of a wall, is

20 out of 25
21.

Pick up the incorrect statement from the following:

21 out of 25
22.

For brick construction, the lime-sand mortar, is

22 out of 25
23.

The least bearing capacity of soil is that of

23 out of 25
24.

The process of making the back ground rough, before plastering, is

24 out of 25
25.

The maximum permissible differential settlement, in case of foundations in clayey soil, is usually  limited to

25 out of 25







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