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Design of Steel Structure

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

maximum weight
minimum thickness of web
minimum weight
minimum depth

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

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

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

both (a) and (b)
only tensile stresses
None of these
only shear stresses

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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

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

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/4to2L/5
L/3 to L/5
L/3 to L/2

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

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

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