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

Welcome to your SSC JE Civil Engineering 2018 Objective Exam Practice test Day - 33
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (20 Questions)
Wish you all the best!!!

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

1 out of 20

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

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

3 out of 20

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

4 out of 20

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

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

6 out of 20

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

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

8 out of 20

The weight of a foundation is assumed as

9 out of 20

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

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

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

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

13 out of 20

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

14 out of 20

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

15 out of 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

16 out of 20

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

17 out of 20

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

18 out of 20

Steel beam theory is used for

19 out of 20

On piles, the drop must be at least

20 out of 20

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