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Design of Steel Structure

Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV”2
p a (1/V)
pa V
paV2

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

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

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

9 mm
8 mm
6 mm
7 mm

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

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

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.414
1.67
1.81
1.18

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