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Design of Steel Structure

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)

163
162
164
161

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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:

6 mm
10 mm
4.5 mm
8 mm

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Design of Steel Structure
In the cross-section of a weld, throat is the

minimum dimension
average dimension
None of these
maximum dimension

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.55 Awfy
0.85 Awfy
0.65 Awfy
0.75 Awfy

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
both (a) and (b)
mean probable design life of structures
None of these

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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

2
4
3
5

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