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Design of Steel Structure

Design of Steel Structure
A butt weld is specified by

size of weld
effective throat thickness
penetration thickness
plate thickness

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
650 mm
810 mm
1250 mm

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only shear stresses
only tensile stresses
None of these
both (a) and (b)

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

ISLB
ISHB
ISWB
ISMB

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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

0.5
0
1.0
between 0.5 and 1.0

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