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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.5 mm
1.0 mm
2.0 mm
2.5 mm

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Design of Steel Structure
A circular column section is generally not used in actual practice because

All of these
it cannot carry the load safely
it is uneconomical
it is difficult to connect beams to the round sections

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Channel section
Angle section
Any of these

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

±0.5
± 0.7
0
± 0.2

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

5%
20%
10%
15%

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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

7 mm
9 mm
6 mm
8 mm

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