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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

 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).

May 19 2020 View more View Less

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