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Design of Steel Structure

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

162 mm
160 mm
161 mm
163 mm

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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
All of these
it is difficult to connect beams to the round sections
it is uneconomical

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

4t
8t
3t
6t

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

100mm
60mm
40mm
80mm

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

only (i)
both (i) and (ii)
(i), (ii) and (iii)
both (i) and (iii)

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

15%
20%
5%
10%

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