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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

30%
50%
40%
60%

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
40 m
30 m
10 m

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

less
more
None of these
equal

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 33.3 %
reduced by 33.3%
reduced by 25 %
increased by 25 %

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

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

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

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