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Design of Steel Structure

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

90°
30° to 40°
10° to 30°
40° to 70°

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

equal to d
Any of these
more than d
less than d

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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

6 zones
3 zones
5 zones
4 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)

2.0 d
2.5 d
1.5 d
3.0 d

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
175 t2/h
75 t2/h
125 t2/h

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Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
water pressure
earthquake forces
weight of tank

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