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

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
parabolic
linear
constant curvature for all moments

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
butt joint with double cover plates
None of these
butt joint with single cover plate

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

8 mm
10 mm
6 mm
4.5 mm

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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
161
164
163

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
180
200
190

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