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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
120
145
180

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

Angle section
Channel section
Any of these
Box type section

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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:

2.01
1.0
2.34
2.33

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

Slope
Displacement
Moment
Load

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

161 mm
162 mm
160 mm
163 mm

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

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

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