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Design of Steel Structure

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

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

2
1.4
1
1.8

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

145
100
180
120

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
10 m
30 m
40 m

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

None of these
Horizontal shear only
C. Both (A) and (B)
Vertical load only

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
9 mm
7 mm
6 mm

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