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DESIGN OF STEEL STRUCTURE

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

60%
40%
30%
50%

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

parabolic
linear
constant curvature for all moments
constant moment for all curvatures

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and bending forces
Axial and bending forces
Axial forces
Shear and axial forces

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
30°
40°
26/2°

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
500 mm
600 mm
300 mm

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