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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
Generally the purlins are placed at the panel points so as to avoid

Shear force in rafter
Bending moment in rafter
Axial force in rafter
Deflection of rafter

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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°
30° to 40°
10° to 30°
40° to 70°

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

None of these
lap joint
butt joint with double cover plates
butt joint with single cover plate

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

9 mm
6 mm
8 mm
7 mm

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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)

164
163
162
161

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