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Design of Steel Structure

Design of Steel Structure
The effective length of a battened column is increased by

20%
10%
5%
15%

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
Vertical load only
C. Both (A) and (B)
None of these

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
butt joint with single cover plate
None of these
butt joint with double cover plates

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

9 mm
8 mm
7 mm
6 mm

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
30° to 40°
40° to 70°

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

3 zones
6 zones
4 zones
5 zones

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