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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
1.0 mm
2.5 mm
1.5 mm

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

Any of these
more than d
less than d
equal to d

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
180
250
150

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.55 Awfy
0.75 Awfy
0.65 Awfy
0.85 Awfy

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
8 mm
6 mm
4.5 mm

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent excessive deflection
decrease the effective depth of web
prevent buckling of web
transfer the load from the top flange to the bottom one

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