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Design of Steel Structure

Design of Steel Structure
Area of openings for buildings of large permeability is more than

10% of wall area
20% of wall area
50% of wall area
30% of wall area

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Design of Steel Structure
The bracing provided in the plane of end posts is called

top lateral bracing
bottom lateral bracing
portal bracing
sway bracing

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
1.0 mm
2.5 mm
1.5 mm

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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
Vertical load only
C. Both (A) and (B)

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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)

164
163
162
161

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

1.5 L
0.8 L
0.67 L
L

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