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Design of Steel Structure

Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
both (a) and (b)
basic wind speed
None of these

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

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

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Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

only (iii)
only (i)
(ii) and (iii)
(i) and (ii)

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1
2
1.8
1.4

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
6t
161
121

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.88 D
0.68 D
0.78 D
0.5 D

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