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Design of Steel Structure

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

minimum thickness of web
minimum depth
minimum weight
maximum weight

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
150
200
190

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

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

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

spandrel beam
header beam
stringer beam
lintel beam

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

180
150
350
250

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Angle section
Any of these
Channel section

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