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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISMB
ISWB
ISHB

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Design of Steel Structure
As compared to field rivets, the shop rivets are

equally strong
weaker
Any of these
stronger

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always less than 1
is equal to 1
is always greater than 1

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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:

8 mm
6 mm
10 mm
4.5 mm

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
150
200
190

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

26/2°
35°
30°
40°

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