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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
162
163
161

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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

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

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
Equal to load factor in determinate structures
More than the load factor in determinate structures
Unpredictable

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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

5 zones
6 zones
3 zones
4 zones

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
increasing the web thickness
None of these
providing suitable stiffeners

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

2.0 d
1.5 d
3.0 d
2.5 d

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