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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
weight of tank
water pressure
wind pressure

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

None of these
C. Both (A) and (B)
Horizontal shear only
Vertical load only

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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

250
150
350
180

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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
5 zones
3 zones
6 zones

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

3.0 d
2.0 d
1.5 d
2.5 d

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

average dimension
maximum dimension
None of these
minimum dimension

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