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Design of Steel Structure

Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.414
1.18
1.67
1.81

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted between two parts of the lacing
not prohibited
permitted at start and end of lacing system only

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

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

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

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

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

± 0.2
± 0.7
±0.5
0

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