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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

250
150
180
350

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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
C. Both (A) and (B)
Horizontal shear only

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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
both (a) and (b)
only tensile stresses
only shear stresses

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Design of Steel Structure
The external wind pressure acting on a roof depends on

slope of roof
degree of permeability of roof
None of these
both (a) and (b)

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

weaker
Any of these
equally strong
stronger

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral and longitudinal loads
longitudinal loads and vertical loads
lateral, longitudinal and vertical loads

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