# SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 33

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1.

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

1 out of 20
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 20
3.

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

3 out of 20
4.

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

4 out of 20
5.

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

5 out of 20
6.

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

6 out of 20
7.

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

7 out of 20
8.

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

8 out of 20
9.

The weight of a foundation is assumed as

9 out of 20
10.

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

10 out of 20
11.

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

11 out of 20
12.

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

12 out of 20
13.

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

13 out of 20
14.

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

14 out of 20
15.

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

15 out of 20
16.

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

16 out of 20
17.

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

17 out of 20
18.

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

18 out of 20
19.

Steel beam theory is used for

19 out of 20
20.

On piles, the drop must be at least

20 out of 20

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