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Design of Steel Structure

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.8 L
0.67 L
L
1.5 L

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.5 d
1.33 d
1.75 d

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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

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

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

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

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

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

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

±0.5
± 0.2
± 0.7
0

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