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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)

± 0.5 p
±0.7p
zero
±0.2p

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

all rectangular beams
rectangular beams up to 300 mm depth
solid circular beams only
all square cross-section beams

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

30% of wall area
10% of wall area
50% of wall area
20% of wall area

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
1 : V2
1:1
V2 : 1

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
163
164
161

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 25 %
increased by 25 %
reduced by 33.3%
increased by 33.3 %

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