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Design of Steel Structure

Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/2
2L/5 to 3L/5 where L is span
L/3 to L/5
L/4to2L/5

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and axial forces
Axial and bending forces
Shear and bending forces
Axial forces

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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

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

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

tension failure of the plate
crushing failure of the rivet
shear failure of the plate
shear failure of the rivet

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

24 mm
27 mm
16 mm
20 mm

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

only (i)
only (iii)
(i) and (ii)
(ii) and (iii)

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