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Design of Steel Structure

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

ISWB
ISLB
ISHB
ISMB

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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
3t
4t
8t

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

2
4
3
5

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Design of Steel Structure
Lug angles

All listed here
increases shear lag.
are used to reduce the length of connection.
are unequal angles.

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

10
100
zero
infinity

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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
0
1.0
0.5

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