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Design of Steel Structure

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)

50 t
85 t
200 t
250 t

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Design of Steel Structure
The external wind pressure acting on a roof depends on

both (a) and (b)
degree of permeability of roof
slope of roof
None of these

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
paV”2
p a (1/V)
pa V

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1 : V2
2: 1
V2 : 1
1:1

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

tie plates
lacing
perforated cover plates
battening

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

heaviest axle load of engine
top chord area
bottom chord area
effective span of bridge

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