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Design of Steel Structure

Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

tie plates
perforated cover plates
battening
lacing

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.75 d
1.33 d
1.25 d
1.5 d

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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

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

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

stringer beam
lintel beam
spandrel beam
header beam

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the web thickness
increasing the length of the bearing plates
None of these
providing suitable stiffeners

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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

160 mm
162 mm
161 mm
163 mm

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