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Design of Steel Structure

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

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

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum weight
minimum thickness of web
maximum weight
minimum depth

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Design of Steel Structure
A circular column section is generally not used in actual practice because

All of these
it is uneconomical
it is difficult to connect beams to the round sections
it cannot carry the load safely

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing and bending
bearing and shear
bearing, shear and bending
bending and shear

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

2.13 m above the rail level
1.83 m above the rail level
1.50 m above the rail level
1.23 m above the rail level

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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

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

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