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Design of Steel Structure

Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
minimum weight
minimum depth
maximum weight

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.7
± 0.2
±0.5

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

Moment
Load
Displacement
Slope

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

None of these
only shear stresses
only tensile stresses
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

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

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

Any of these
weaker
equally strong
stronger

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