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Design of Steel Structure

Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
6 mm
9 mm
7 mm

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Design of Steel Structure
Gantry girders are designed to resist

lateral and longitudinal loads
lateral, longitudinal and vertical loads
longitudinal loads and vertical loads
lateral loads

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

both (i) and (ii)
only (ii)
only (i)
None of these

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

unequal legged angles with short legs back to back
unqual legged angles with long legs back to back
equal angles back to back
both (b) or (c)

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

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

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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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