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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

zero
infinity
100
10

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

battening
lacing
perforated cover plates
tie plates

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Four times the weld size
Two times the weld size
Six times the weld size
Weld size

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

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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
The maximum permissible span of asbestos cement sheets is

810 mm
1250 mm
650 mm
1680 mm

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