Civil Engineering – Steel Structures Mock test – 1





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)

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1.
Tongue plates are provided in a steel girder at

2.
The allowable stress in axial tension for rolled I-sections and channels, is taken as

3.
Pick up the incorrect statement from the following:

4.
For determination of allowable stress in axial compression, Indian Standard Institution has adopted

5.
If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than
6.
The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as
7.
The most economical section for a column, is
8.
Net sectional area of a tension member, is equal to its gross section area

9.
The method of design of steel framework for greatest rigidity and economy in weight, is known as
10.
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
11.
If the depth of two column sections are equal, then the column splice is provided

12.
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

13.
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
14.
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
15.
The average shear stress for rolled steel beam section, is
16.
Pick up the correct statement from the following:

17.
When a tension member is made of four angles with a plate as a web, the allowance for holes is made as

18.
The ratio of shearing stress to shearing strain within elastic limit, is known as

19.
The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is

20.
For a rectangular section, the ratio of the maximum and average shear stresses, is






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