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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

60%
30%
40%
50%

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

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

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Four times the weld size
Weld size
Six times the weld size
Two times the weld size

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
20 m
40 m
10 m

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
150
200
190

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Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
wind pressure
weight of tank
water pressure

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