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Design of Steel Structure

Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.5 L
1.3 L
1.1 L

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

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

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

providing suitable stiffeners
None of these
increasing the length of the bearing plates
increasing the web thickness

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Design of Steel Structure
Shape factor is a property which depends

only on the ultimate stress of the material
both on the yield stress and ultimate stress of material
only on the yield stress of the material
only on the geometry of the section

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

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

10%
20%
15%
5%

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