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Design of Steel Structure

Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
1:1
V2 : 1
1 : V2

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
650 mm
1250 mm
810 mm

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
mean probable design life of structures
both (a) and (b)
None of these

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

50%
60%
40%
30%

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on gross area
95.0 MPa on net area
150.0 MPa on gross area
105.5 MPa on net area

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV”2
pa V
p a (1/V)
paV2

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