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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

0.8 L
0.67 L
1.5 L
L

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.5 mm
2.0 mm
1.5 mm
1.0 mm

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

minimum weight
minimum depth
minimum thickness of web
maximum weight

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Through type
Deck type
Half through type
Double deck type

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

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

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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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