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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

40° to 70°
90°
10° to 30°
30° to 40°

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

both (i) and (ii)
only (i)
only (ii)
None of these

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

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

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

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

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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)

85 t
200 t
250 t
50 t

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.7p
zero
± 0.5 p
±0.2p

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