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Design of Steel Structure

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)

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

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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

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

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

perforated cover plates
tie plates
battening
lacing

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
180
145
120

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

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

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

horizontal stiffener at neutral axis
None of these
bearing stiffener
vertical intermediate stiffener

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