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Design of Steel Structure

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

180
200
150
190

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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
24 mm
20 mm
27 mm

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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 slenderness ratio of lacing bars should not exceed

120
100
180
145

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Shear in rivets
Tension in rivets
Strength of rivets in bearing
Compression in rivets

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

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

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