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DESIGN OF STEEL STRUCTURE

Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral and longitudinal loads
longitudinal loads and vertical loads
lateral, longitudinal and vertical loads

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.85 Awfy
0.55 Awfy
0.75 Awfy
0.65 Awfy

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

161
162
164
163

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

ISMB
ISLB
ISHB
ISWB

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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

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

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