# Civil Engineering – Steel Structures Mock test – 2

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1.

For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of

1 out of 30
2.

A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed

2 out of 30
3.

The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by

3 out of 30
4.

The minimum pitch of rivet holes of diameter d should not be less than

4 out of 30
5.

The gross diameter of a rivet is the diameter of

5 out of 30
6.

The effective length of a weld, is taken as the actual length

6 out of 30
7.

Spans of continuous fillers are considered approximately equal if the longest span does not exceed the shortest span by more than

7 out of 30
8.

Rolled steel beams are designated by Indian Standard series and its

8 out of 30
9.

When a large value of radius of gyration is not required

9 out of 30
10.

In case of cantilever fillers, the ratio of the span L to depth d, should not exceed

10 out of 30
11.

The effective length of a compression member of length L, held in position and restrained in direction at both ends, is

11 out of 30
12.

When a load is transferred through one surface to another surface in contact, the stress is known as

12 out of 30
13.

Rolled steel Tee-sections are used

13 out of 30
14.

The maximum axial load which is just sufficient to keep a column in a small deflected shape, is called

14 out of 30
15.

The Indian standard code which deals with steel structures, is

15 out of 30
16.

The strength of a riveted lap joint is equal to its

16 out of 30
17.

If the depth of the section of an upper column is smaller than the lower column

17 out of 30
18.

If the slenderness ratio is greater than 160, the allowable stress in axial compression is multiplied by a factor (1.2 – (l/xy) where x is

18 out of 30
19.

When two plates are placed end to end and are joined by two cover plates, the joint is known as

19 out of 30
20.

For steel members not exposed to weather, the thickness of steel should not be less than

20 out of 30
21.

The beams supporting the steps of a stair are generally known as

21 out of 30
22.

According to IS : 800-1962 the permissible bending stress in steel slab plates, is

22 out of 30
23.

The spans are considered approximately equal if the longest span does not exceed the shortest span by more than

23 out of 30
24.

Poisson's ratio for steel within elastic limit, ranges from

24 out of 30
25.

The rivets which are heated and then driven in the field, are known

25 out of 30
26.

Pick up the correct statement from the following:

26 out of 30
27.

The permissible bearing stress in steel, is

27 out of 30
28.

The slenderness ratio of a column is zero when its length

28 out of 30
29.

A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is

29 out of 30
30.

The moment of the couple set up in a section of a beam by the logitudinal compressive and tensile force, is known as

30 out of 30

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