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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

infinity
zero
100
10

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

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

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

5
4
2
3

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

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

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 300 mm and 32 t
lesser of 3 00 mm and 24 t
lesser of 200 mm and 161
lesser of 200 mm and 12 t

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.2
±0.5
± 0.7
0

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