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Design of Steel Structure

Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1 : V2
1:1
2: 1
V2 : 1

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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:

4.5 mm
8 mm
6 mm
10 mm

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

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

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
30°
40°
26/2°

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

190
180
200
150

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Design of Steel Structure
A circular column section is generally not used in actual practice because

All of these
it is uneconomical
it is difficult to connect beams to the round sections
it cannot carry the load safely

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