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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.01
1.0
2.33
2.34

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Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISLB
ISHB
ISWB

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

161
164
162
163

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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)

0.75 Awfy
0.55 Awfy
0.85 Awfy
0.65 Awfy

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/2
L/4to2L/5
2L/5 to 3L/5 where L is span
L/3 to L/5

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

perforated cover plates
battening
lacing
tie plates

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