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Design of Steel Structure

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

121
101
6t
161

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

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Load
Moment
Slope

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

high strength bolt
ordinary unfinished bolt
turned and fitted bolt
black bolt

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

vertical intermediate stiffener
bearing stiffener
horizontal stiffener at neutral axis
None of these

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

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

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