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Design of Steel Structure

Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

2
3
5
4

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

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

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

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

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
75 t2/h
175 t2/h
125 t3/h2

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

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Shear in rivets
Tension in rivets
Strength of rivets in bearing
Compression in rivets

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