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[Mock Test] Steel Structures Mock Test – 1 | Civil Engineering Online Tests

Here you can access the Civil Engineering important mock test in the topic of Steel Structures. This test useful for SSC JE, ESE, AE, PSUs exams.

Welcome to your Steel structures Mock test -1

Take an exciting test in the topic of Steel Structures

You have only 20 mins to complete the test ( 20 Questions)

Wish you all the best!!!


If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is

1 out of 20

The average shear stress for rolled steel beam section, is

2 out of 20

The method of design of steel framework for greatest rigidity and economy in weight, is known as

3 out of 20

Tongue plates are provided in a steel girder at

4 out of 20

For a rectangular section, the ratio of the maximum and average shear stresses, is

5 out of 20

When a tension member is made of four angles with a plate as a web, the allowance for holes is made as

6 out of 20

The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than

7 out of 20

Net sectional area of a tension member, is equal to its gross section area

8 out of 20

The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is

9 out of 20

The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is

10 out of 20

The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called

11 out of 20

For determination of allowable stress in axial compression, Indian Standard Institution has adopted

12 out of 20

The allowable stress in axial tension for rolled I-sections and channels, is taken as

13 out of 20

If the depth of two column sections are equal, then the column splice is provided

14 out of 20

If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than

15 out of 20

Pick up the incorrect statement from the following:

16 out of 20

The ratio of shearing stress to shearing strain within elastic limit, is known as

17 out of 20

The most economical section for a column, is

18 out of 20

Pick up the correct statement from the following:

19 out of 20

The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as

20 out of 20

1 Comment on "[Mock Test] Steel Structures Mock Test – 1 | Civil Engineering Online Tests"

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