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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.33
2.01
1.0
2.34

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Design of Steel Structure
The effective length of a battened column is increased by

10%
15%
20%
5%

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

250
180
350
150

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

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

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

tie plates
battening
lacing
perforated cover plates

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Channel section
Any of these
Angle section

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