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Design of Steel Structure

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

1.8 L
1.1 L
1.5 L
1.3 L

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

0
± 0.7
±0.5
± 0.2

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

perforated cover plates
lacing
battening
tie plates

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

1.33 d
1.5 d
1.75 d
1.25 d

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

10
100
zero
infinity

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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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