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Design of Steel Structure

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)

±0.2p
±0.7p
zero
± 0.5 p

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

6 mm
10 mm
4.5 mm
8 mm

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

both (i) and (ii)
only (ii)
None of these
only (i)

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Design of Steel Structure
The heaviest I-section for same depth is

ISHB
ISLB
ISMB
ISWB

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.68 D
0.5 D
0.88 D
0.78 D

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

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

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