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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
85 t
200 t
50 t

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

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.7p
zero
±0.2p
± 0.5 p

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Design of Steel Structure
The use of tie plates in laced columns is

permitted at start and end of lacing system only
not prohibited
prohibited
permitted between two parts of the lacing

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
350
180
250

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.1 L
1.5 L
1.3 L
1.8 L

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