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Design of Steel Structure

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

1.0
0
0.5
between 0.5 and 1.0

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

2.5 d
1.5 d
2.0 d
3.0 d

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Weld size
Two times the weld size
Six times the weld size
Four times the weld size

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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 forces
Shear and bending forces
Axial and bending forces

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

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

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Design of Steel Structure
The heaviest I-section for same depth is

ISHB
ISWB
ISMB
ISLB

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