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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISHB
ISWB
ISLB

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

6 mm
8 mm
7 mm
9 mm

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

zero
10
100
infinity

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Weld size
Four times the weld size
Six times the weld size
Two times the weld size

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Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

between 0.5 and 1.0
1.0
0
0.5

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Design of Steel Structure
The effective length of a battened column is increased by

5%
20%
10%
15%

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