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Design of Steel Structure

Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/5
L/4to2L/5
L/3 to L/2

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.34
2.33
2.01

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

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

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

compression buckling of web plate
yielding
All of these
shear buckling of web plate

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
10% of wall area
30% of wall area
20% of wall area

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.4
1
1.8
2

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