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A column of 6m effective length is to be made from 3 plates as shown in fig.

A column of 6 m effective length is to be made from 3 plates as shown in fig. Using E=210GPa find the factor of safety with respect to buckling for an axial load of 17 kN. Use Euler’s Theory.

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Data:

enter image description here

E = 210 Gpa

E=210×103 Mpa

Axial Load = 17 KN

Le=6m=6000 mm

1] Moment of Inertia:

Ixx=80×(120+10+10)312(8020)×120312=9.65×106 mm4

$I_{yy} …

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