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Design of Steel Structure

Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

more
less
equal
None of these

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
150
190
200

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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
1.0
0
between 0.5 and 1.0

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

gross diameter of bolt
nominal diameter + 1.5 mm
nominal diameter of bolt
nominal diameter + 2.0 mm

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.55 Awfy
0.65 Awfy
0.85 Awfy
0.75 Awfy

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

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

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