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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
2.34
1.0

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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

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

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

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

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
161
163

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
not prohibited
permitted at start and end of lacing system only
permitted between two parts of the lacing

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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
3
4
2

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