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Design of Steel Structure

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
In the virtual work method, the virtual quantity is

Slope
Moment
Displacement
Load

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

ISHB
ISWB
ISMB
ISLB

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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)

200 t
85 t
50 t
250 t

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium condition only
equilibrium and plastic moment conditions
equilibrium and mechanism conditions
mechanism and plastic moment conditions

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

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

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