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Design of Steel Structure

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)

3t
4t
8t
6t

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

150
200
180
190

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
26/2°
40°
30°

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

bottom chord area
effective span of bridge
top chord area
heaviest axle load of engine

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

minimum thickness of web
minimum weight
minimum depth
maximum weight

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Design of Steel Structure
Gantry girders are designed to resist

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

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