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Design of Steel Structure

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

L
1.5 L
0.67 L
0.8 L

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and axial forces
Axial and bending forces
Shear and bending forces
Axial forces

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

121
101
6t
161

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

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

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

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

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
infinity
100
10

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