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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.5 mm
1.5 mm
1.0 mm
2.0 mm

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Design of Steel Structure
Bolts are most suitable to carry

bending
shear and bending
axial tension
shear

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

10
zero
infinity
100

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

650 mm
1680 mm
810 mm
1250 mm

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
net area and gross area
net area in both cases
gross area and net area

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

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

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