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Design of Steel Structure

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

stronger
Any of these
weaker
equally strong

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
121
6t
161

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

7
6
8
5

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

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

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
4.5 mm
6 mm
8 mm

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Design of Steel Structure
The use of tie plates in laced columns is

not prohibited
permitted between two parts of the lacing
prohibited
permitted at start and end of lacing system only

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