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Design of Steel Structure

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

0
±0.5
± 0.7
± 0.2

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
minimum weight
minimum thickness of web
maximum weight

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 2.0 mm
gross diameter of bolt
nominal diameter of bolt
nominal diameter + 1.5 mm

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Angle section
Any of these
Box type section
Channel section

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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)

± 0.5 p
±0.7p
zero
±0.2p

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 25 %
reduced by 33.3%
increased by 33.3 %
increased by 25 %

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