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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
Bolts are most suitable to carry

shear and bending
axial tension
bending
shear

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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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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

8 mm
9 mm
6 mm
7 mm

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
top lateral bracing
portal bracing
sway bracing

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it cannot carry the load safely
it is uneconomical
it is difficult to connect beams to the round sections
All of these

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