# [Mock Test] RCC design Mock test – 2 | Civil Engineering Online Tests

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1.

For stairs spanning horizontally, the minimum waist provided is

1 out of 30
2.

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

2 out of 30
3.

In a simply supported slab the minimum spacing of distribution reinforcement, should be four times the effective thickness of the slab or

3 out of 30
4.

The horizontal portion of a step in a stairs case, is known as

4 out of 30
5.

The weight of a foundation is assumed as

5 out of 30
6.

The thickness of the topping of a ribbed slab, varies between

6 out of 30
7.

To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

7 out of 30
8.

The shear reinforcement in R.C.C. is provided to resist

8 out of 30
9.

Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

9 out of 30
10.

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

10 out of 30
11.

If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

11 out of 30
12.

The toe projection of foundation slabs is taken

12 out of 30
13.

To ensure uniform pressure distribution, the thickness of the foundation, is

13 out of 30
14.

The maximum ratio of span to depth of a cantilever slab, is

14 out of 30
15.

Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

15 out of 30
16.

The length of lap in tension reinforcement should not be less than the bar diameter x (actual tension / four times the permissible average bond stress) if it is more than

16 out of 30
17.

If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

17 out of 30
18.

The live load to be considered for an inaccessible roof, is

18 out of 30
19.

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

19 out of 30
20.

The maximum diameter of a bar used in a ribbed slab, is

20 out of 30
21.

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

21 out of 30
22.

If the depth of actual neutral axis of a doubly reinforced beam

22 out of 30
23.

[A + (m – 1)ASC] known as equivalent concrete area of R.C.C. is given by

23 out of 30
24.

A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

24 out of 30
25.

Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

25 out of 30
26.

The radius of a bar bend to form a hook, should not be less than

26 out of 30
27.

According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

27 out of 30
28.

Steel beam theory is used for

28 out of 30
29.

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

29 out of 30
30.

The maximum shear stress (qmax) in a rectangular beam is

30 out of 30

#### 1 Commenton "[Mock Test] RCC design Mock test – 2 | Civil Engineering Online Tests"

1. rcc 2 mcq mai time he start ni ho rha hai kya kru

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