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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
2.0 d
3.0 d
2.5 d

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

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

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

transfer the load from the top flange to the bottom one
decrease the effective depth of web
prevent buckling of web
prevent excessive deflection

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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 bending forces
Shear and axial forces

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Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0
between 0.5 and 1.0
1.0
0.5

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

60mm
80mm
100mm
40mm

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