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Design of Steel Structure

Design of Steel Structure
The effective length of a battened column is increased by

20%
5%
15%
10%

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Design of Steel Structure
The risk coefficient k, depends on

None of these
basic wind speed
both (a) and (b)
mean probable design life of structures

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Four times the weld size
Two times the weld size
Weld size
Six times the weld size

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1
2
1.8
1.4

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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)

± 0.5 p
±0.2p
±0.7p
zero

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Design of Steel Structure
The bracing provided in the plane of end posts is called

top lateral bracing
portal bracing
sway bracing
bottom lateral bracing

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