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Design of Steel Structure

Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
20 mm
24 mm
27 mm

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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
more
less

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
180
200
190

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.75 d
1.33 d
1.25 d

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

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

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

60mm
100mm
40mm
80mm

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