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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 33.3 %
reduced by 25 %
increased by 25 %
reduced by 33.3%

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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)

8t
3t
4t
6t

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

battening
perforated cover plates
tie plates
lacing

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
More than the load factor in determinate structures
Less than the load factor in determinate structures
Unpredictable

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.2p
±0.7p
zero
± 0.5 p

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

more
None of these
less
equal

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