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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

1.5 L
L
0.8 L
0.67 L

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
compression buckling of web plate
shear buckling of web plate
yielding

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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)

200 t
250 t
50 t
85 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

16 mm
27 mm
20 mm
24 mm

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1650 litre
1000 litre
1950 litre
2450 litre

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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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