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Design of Steel Structure

Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
8 mm
4.5 mm
6 mm

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
0.65 kN/m2
0.75 kN/m2
1.35 kN/m2

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

26/2°
30°
40°
35°

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.2p
± 0.5 p
zero
±0.7p

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/4
2d/3
d/3
d/2

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

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

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