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Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

161
164
163
162

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral and longitudinal loads
longitudinal loads and vertical loads
lateral, longitudinal and vertical loads

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

unequal legged angles with short legs back to back
unqual legged angles with long legs back to back
both (b) or (c)
equal angles back to back

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
145
180
120

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

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

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
10
100
infinity

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