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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

weight of tank
earthquake forces
water pressure
wind pressure

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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
4 zones
3 zones
6 zones

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

2.5 d
3.0 d
2.0 d
1.5 d

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

90°
40° to 70°
10° to 30°
30° to 40°

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

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

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
2.5 mm
2.0 mm
1.5 mm

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