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Design of Steel Structure

Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
mean probable design life of structures
None of these
both (a) and (b)

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

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

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.75 d
1.33 d
1.5 d

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

sway bracing
top lateral bracing
bottom lateral bracing
portal bracing

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

40mm
80mm
60mm
100mm

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

2.0 d
3.0 d
1.5 d
2.5 d

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