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Design of Steel Structure

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

2.01
1.0
2.33
2.34

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.8
2
1.4
1

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

average dimension
None of these
maximum dimension
minimum dimension

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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
±0.2p
±0.7p

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
175 t2/h
125 t3/h2
125 t2/h

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Design of Steel Structure
The use of tie plates in laced columns is

not prohibited
permitted between two parts of the lacing
prohibited
permitted at start and end of lacing system only

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