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Design of Steel Structure

Design of Steel Structure
As compared to field rivets, the shop rivets are

equally strong
Any of these
stronger
weaker

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Design of Steel Structure
Shape factor is a property which depends

both on the yield stress and ultimate stress of material
only on the yield stress of the material
only on the geometry of the section
only on the ultimate stress of the material

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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
Vertical load only
C. Both (A) and (B)

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

6 mm
7 mm
9 mm
8 mm

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

20% of wall area
10% of wall area
30% of wall area
50% of wall area

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

1.5 d
1.33 d
1.75 d
1.25 d

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