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Design of Steel Structure

Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Any of these
Angle section
Channel section

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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)

zero
±0.2p
± 0.5 p
±0.7p

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

unequal legged angles with short legs back to back
equal angles back to back
unqual legged angles with long legs back to back
both (b) or (c)

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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)

125 t2/h
125 t2/h
175 t2/h
75 t2/h

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

equal
None of these
less
more

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and bending forces
Axial and bending forces
Shear and axial forces
Axial forces

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