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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

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

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

high strength bolt
ordinary unfinished bolt
black bolt
turned and fitted bolt

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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)

zero
± 0.5 p
±0.7p
±0.2p

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
1.35 kN/m2
0.65 kN/m2
0.75 kN/m2

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.67 L
L
0.8 L
1.5 L

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

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