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Design of Steel Structure

Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

±0.5
0
± 0.7
± 0.2

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
1680 mm
650 mm
1250 mm

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

50%
30%
40%
60%

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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

150
180
250
350

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1:1
1 : V2
V2 : 1
2: 1

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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
0.85 Awfy
0.65 Awfy
0.75 Awfy

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