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Design of Steel Structure

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
161 mm
162 mm
160 mm

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Design of Steel Structure
Gantry girders are designed to resist

longitudinal loads and vertical loads
lateral loads
lateral and longitudinal loads
lateral, longitudinal and vertical loads

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

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.2
±0.5
± 0.7

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

120
100
180
145

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

1680 mm
810 mm
650 mm
1250 mm

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