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Design of Steel Structure

Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
8 mm
9 mm
7 mm

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
None of these
increasing the web thickness
providing suitable stiffeners

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
All of these
it cannot carry the load safely
it is difficult to connect beams to the round sections

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

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Deflection of rafter
Bending moment in rafter
Shear force in rafter

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing, shear and bending
bending and shear
bearing and shear
bearing and bending

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