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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
85 t
50 t
200 t

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

Displacement
Moment
Slope
Load

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
it cannot carry the load safely
it is difficult to connect beams to the round sections
All of these

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
1.0
2.01
2.33

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

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

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Design of Steel Structure
Load factor is

always equal to factor of safety
always less than factor of safety
always greater than factor of safety
sometimes greater than factor of safety

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