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Design of Steel Structure

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
less than d
more than d
Any of these

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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
2.5 d
3.0 d
1.5 d

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.75 kN/m2
1.50 kN/m2
1.35 kN/m2
0.65 kN/m2

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and mechanism conditions
mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium condition only

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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)

75 t2/h
175 t2/h
125 t3/h2
125 t2/h

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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)

162
161
164
163

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