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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)

161
162
163
164

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
125 t3/h2
125 t2/h
175 t2/h

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

5%
15%
10%
20%

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Load
Moment
Slope
Displacement

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

ISLB
ISMB
ISWB
ISHB

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV”2
p a (1/V)
paV2
pa V

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