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Design of Steel Structure

Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

battening
tie plates
perforated cover plates
lacing

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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

between 0.5 and 1.0
0.5
0
1.0

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

more than d
Any of these
less than d
equal to d

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Design of Steel Structure
The external wind pressure acting on a roof depends on

degree of permeability of roof
both (a) and (b)
None of these
slope of roof

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
2.5% of the column load
Shear force due to 2.5% of the column load
Bending moment due to 2.5% of the column load

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Design of Steel Structure
Bolts are most suitable to carry

shear
shear and bending
axial tension
bending

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