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Design of Steel Structure

Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

3 zones
5 zones
6 zones
4 zones

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
Bending moment due to 2.5% of the column load
2.5% of the column load
Shear force due to 2.5% of the column load

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Design of Steel Structure
In the cross-section of a weld, throat is the

None of these
average dimension
maximum dimension
minimum dimension

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in thickness
increase in height
decrease in h/t ratio
increase in h/t ratio

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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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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

± 0.5 p
zero
±0.7p
±0.2p

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