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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)

164
163
161
162

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

4 zones
6 zones
5 zones
3 zones

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

9 mm
6 mm
7 mm
8 mm

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only tensile stresses
both (a) and (b)
only shear stresses
None of these

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

95.0 MPa on net area
105.5 MPa on gross area
105.5 MPa on net area
150.0 MPa on gross area

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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

150
250
350
180

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