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If a panel is under compression, would it be safe to consider the panel as a...

If a panel is under compression, would it be safe to consider the panel as a column and perform a buckling analysis this way or are there other preferred methods?

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if the slenderness ratio is more then we will consider it as column and apply buckling theory to it, otherwise, we will have to apply crushing theory to it.

1) Buckling theory:

Vertica X axial compressive load is called coluffil I 2. Buckling Failure : Eulers Theory Eulers theory File Share Home Assceo nal Th Strength of Mateu 4. Slenderness Ratio (S) Slenderness ra ts effective length to radius of gyration X MADE EASY Fi11 w Deflection (Ag)120 E wNm Mechanical View Share 1P Home File Select all 10% Open. Cut Select none Edit Copy p Invert sele

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