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Design of Steel Structure

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

1680 mm
650 mm
810 mm
1250 mm

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Displacement
Moment
Load

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in thickness
decrease in h/t ratio
increase in h/t ratio
increase in height

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

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

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Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

only (i)
(i) and (ii)
(ii) and (iii)
only (iii)

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

40°
26/2°
30°
35°

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