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Design of Steel Structure

Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
27 mm
16 mm
24 mm

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

164
161
163
162

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

50 t
200 t
250 t
85 t

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

turned and fitted bolt
black bolt
high strength bolt
ordinary unfinished bolt

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

30°
26/2°
35°
40°

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

20% of wall area
10% of wall area
30% of wall area
50% of wall area

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