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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

40%
60%
50%
30%

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

30°
40°
35°
26/2°

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/3
d/2
d/4

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

162 mm
161 mm
160 mm
163 mm

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
None of these
C. Both (A) and (B)
Vertical load only

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Bending moment in rafter
Axial force in rafter
Deflection of rafter
Shear force in rafter

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