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Design of Steel Structure

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
20 mm
16 mm
27 mm

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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
0.5
between 0.5 and 1.0
1.0

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

both (i) and (iii)
(i), (ii) and (iii)
both (i) and (ii)
only (i)

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

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

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
1.50 kN/m2
0.75 kN/m2
0.65 kN/m2

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Design of Steel Structure
The use of tie plates in laced columns is

permitted between two parts of the lacing
permitted at start and end of lacing system only
not prohibited
prohibited

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