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welcome to the Cu FSM 4 tutorial called the signature curve see you FSM for was developed by Professor Ben Shafer in the thin walled structures group at Johns Hopkins University this tutorial was developed by me Kyra Peterman grad student at Johns Hopkins civil engineering if you intend to publish any results you obtained using Cu FSM 4 please reference the following paper and finally a look into the signature curve here's an example for a cold formed steel lip Channel as you can see the signature curve has on the y-axis a ratio of the critical buckling load to the yield load on the x-axis we have the half wavelength in terms of length this first minima corresponds to the local buckling minima the second minima to distortional buckling and out here we have Euler buckling or global buckling how does UEFA some do this anyway so rather than using the traditional finite element method see FSM uses the finite strip method which takes that fine function there and uses it to approxima

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