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Design of Steel Structure

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)

164
163
161
162

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

battening
tie plates
lacing
perforated cover plates

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
120
180
145

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
net area in both cases
net area and gross area
gross area and net area

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

solid circular beams only
all square cross-section beams
all rectangular beams
rectangular beams up to 300 mm depth

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

only (i)
only (iii)
(ii) and (iii)
(i) and (ii)

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