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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

perforated cover plates
battening
tie plates
lacing

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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

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

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

7 mm
9 mm
6 mm
8 mm

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Design of Steel Structure
Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is

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

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Angle section
Box type section
Any of these
Channel section

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

40° to 70°
10° to 30°
90°
30° to 40°

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