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Design of Steel Structure

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

ISMB
ISWB
ISHB
ISLB

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t
lesser of 200 mm and 12 t

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

100mm
40mm
60mm
80mm

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Design of Steel Structure
The bracing provided in the plane of end posts is called

sway bracing
portal bracing
top lateral bracing
bottom lateral bracing

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.83 m above the rail level
2.13 m above the rail level
1.23 m above the rail level
1.50 m above the rail level

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
190
150
180

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