F_Lx -3.844[MN] "Maximum compressive load"
F_Ly 1e-3*F_Lx "Transverse load"
NCL 0 "Normalized compressive load"
d 0.1[m] "Cross-section dimension of the beam"
l 3.2[m] "Length of the beam"
vMax_Ref -2.58[m] "Reference value for maximum vertical displacement at the tip"
vFinal_Ref -1.36[m] "Reference value for final vertical displacement at the tip"
uFinal_Ref -5.04[m] "Reference value for final horizontal displacement at the tip"
I d^4/12 "Area moment of inertia of the beam"
Fcr pi^2*2.1e5[MPa]*I/(4*l^2) "First critical buckling load"