Sheet1

Design of Column

Design Compressive Force= 45 KN

Design Bending Moment = 10 KN-m

Providing ISMB 175

Area = 2462 mm2

r x-x = 71.9 mm

r y-y = 18.6 mm

z x-x = 145400 mm3

By providing bracing reducing the effective length to 2m along x-x axis.

L x-x = 3000 mm

L y-y = 3000 mm

Slenderness ratio along x-x= 41.72

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Sheet1

Slenderness ratio along y-y= 161.29

Permissible axial compressive stress = 41 N/mm2

Permissible bending compressive stress = 165 N/mm2

Axial compressive stress = 18.28 N/mm2

Bending compressive stress= 68.78 N/mm2

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