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Design of Steel Structure

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

26/2°
40°
35°
30°

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Prevent the sides-way buckling of top chord
Stiffen the structure laterally
Transfer load from top of end posts to bearings
Keep the rectangular shape of the bridge cross-section

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

20%
10%
5%
15%

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Design of Steel Structure
The risk coefficient k, depends on

None of these
mean probable design life of structures
both (a) and (b)
basic wind speed

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.25 d
1.5 d
1.75 d

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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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