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# RCC Structures Design Mock test – 6 || Civil Engineering Mock tests

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1.

If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the  slab be is

1 out of 25
2.

For stairs spanning l metres longitudinally between supports at the bottom and top of a flight  carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

2 out of 25
3.

Design of R.C.C. cantilever beams, is based on the resultant force at

3 out of 25
4.

If Sb, is the average bond stress on a bar of diameter subjected to maximum stress , the length of the embedment is given by

4 out of 25
5.

In a singly reinforced beam, the effective depth is measured from its compression edge to

5 out of 25
6.

The minimum cube strength of concrete used for a pre-stressed member, is

6 out of 25
7.

Distribution reinforcement in a simply supported slab, is provided to distribute

7 out of 25
8.

If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties  should not be less than

8 out of 25
9.

If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

9 out of 25
10.

If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm2, the share stirrups are provided for a distance from either end where, is

10 out of 25
11.

Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

11 out of 25
12.

Steel beam theory is used for

12 out of 25
13.

Distribution of shear intensity over a rectangular section of a beam, follows:

13 out of 25
14.

To have pressure wholly compressive under the base of a retaining wall of width b, the resultant  of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity  not more than

14 out of 25
15.

On piles, the drop must be at least

15 out of 25
16.

If is the overall height of a retaining wall retaining a surcharge, the width of the base slab  usually provided, is

16 out of 25
17.

The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

17 out of 25
18.

In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

18 out of 25
19.

The thickness of base slab of a retaining wall generally provided, is

19 out of 25
20.

Though the effective depth of a T-beam is the distance between the top compression edge to the  centre of the tensile reinforcement, for heavy loads, it is taken as

20 out of 25
21.

If diameter of a reinforcement bar is d, the anchorage value of the hook is

21 out of 25
22.

An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm placed symmetrically along the circumference. If it carries a load of 40, 000 kg axially, the stress is

22 out of 25
23.

If T and R are tread and rise respectively of a stair, then

23 out of 25
24.

The length of the straight portion of a bar beyond the end of the hook, should be at least

24 out of 25
25.

The weight of a foundation is assumed as

25 out of 25

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