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Design of Steel Structure

Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

3 zones
5 zones
6 zones
4 zones

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

180
250
350
150

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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
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
p a (1/V)
pa V
paV”2

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

turned and fitted bolt
black bolt
high strength bolt
ordinary unfinished bolt

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Design of Steel Structure
Shape factor is a property which depends

only on the ultimate stress of the material
only on the yield stress of the material
both on the yield stress and ultimate stress of material
only on the geometry of the section

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