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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

50 t
200 t
85 t
250 t

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

24 mm
20 mm
27 mm
16 mm

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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)

8t
4t
3t
6t

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Displacement
Moment
Load

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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/2
d/4

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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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