# SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 43

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1.

Effective sectional area of a compression member is :

1 out of 25
2.

If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than

2 out of 25
3.

The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm2 , is

3 out of 25
4.

With a percentage increase of carbon in steel, decreases its

4 out of 25
5.

The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed

5 out of 25
6.

Bulb angles are used in

6 out of 25
7.

In double lacing, the thickness t of flat lacing is

7 out of 25
8.

The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is

8 out of 25
9.

The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as

9 out of 25
10.

To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is

10 out of 25
11.

To keep the intensity of bearing pressure between the column base and concrete, compressive throughout the length of the column base, the ratio of the moment M to axial load P should be

11 out of 25
12.

On eccentrically loaded columns, the equivalent axial load may be obtained by

12 out of 25
13.

Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to

13 out of 25
14.

Diameter of a rivet hole is made larger than the diameter of the rivet by

14 out of 25
15.

The distance between the outer faces of flanges of a plate girder, is known as

15 out of 25
16.

When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from

16 out of 25
17.

Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is

17 out of 25
18.

Effective length of a column effectively held in position and restrained in direction at both ends, is

18 out of 25
19.

The tensile strength of mild steel for bolts and nuts should not be less than

19 out of 25
20.

IS : 800 – 1971 recommends that in a splice plate the number of rivets carrying calculated shear stress through a packing greater than 6 mm thick, is to be increased by 2.5% for every

20 out of 25
21.

The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is

21 out of 25
22.

A column splice is used to increase

22 out of 25
23.

When the length of a tension member is too long

23 out of 25
24.

The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is

24 out of 25
25.

Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or

25 out of 25

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