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Design of Steel Structure

Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/3
d/4
d/2

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.5 L
1.3 L
1.1 L

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
4t
8t
3t

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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

350
150
250
180

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

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

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Design of Steel Structure
A butt weld is specified by

plate thickness
effective throat thickness
penetration thickness
size of weld

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