Determine the design axial load on the column section ISMB 600 with following design parameters:- Unsupported length about minor axis = 4 m & about major axis = 8 m.
The bottom of the column is fixed ;and the top is fixed but can move laterally. Use grade of steel : E250 (Fe 410 B).
b) Design a suitable section with the following design parameters:-
factored Axial compression = 200 KN
Unsupported length about minor axis = 2.75m ; & about major axis = 6 m.
The both ends of the column is hinged.
Thickness of gusset plate= 12mm.
Use grade of steel : E250 (Fe 410 B).
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