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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

infinity
100
zero
10

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Displacement
Load
Moment

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Deflection of rafter
Bending moment in rafter
Shear force in rafter

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

lacing
perforated cover plates
tie plates
battening

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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

162 mm
163 mm
160 mm
161 mm

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
85 t
200 t
50 t

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