# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 170
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -3.38
# Trailing edge coordinates (mm): x= 66.45  y= -15.96
#
#  x(mm)    y(mm)
   11.18    -0.50
   11.50    -0.50
   12.00    -0.50
   12.51    -0.50
   13.01    -0.50
   13.52    -0.50
   14.02    -0.50
   14.53    -0.50
   15.03    -0.50
   15.54    -0.50
   16.04    -0.50
   16.55    -0.50
   17.05    -0.50
   17.56    -0.50
   18.06    -0.50
   18.56    -0.50
   19.07    -0.50
   19.57    -0.50
   20.08    -0.50
   20.58    -0.44
   21.09    -0.38
   21.59    -0.38
   22.10    -0.38
   22.60    -0.29
   23.11    -0.25
   23.61    -0.25
   24.12    -0.25
   24.62    -0.19
   25.13    -0.12
   25.63    -0.12
   26.14    -0.12
   26.64    -0.06
   27.14    -0.00
   27.65    -0.00
   28.15    -0.00
   28.66     0.06
   29.16     0.13
   29.67     0.13
   30.17     0.13
   30.68     0.13
   31.18     0.13
   31.69     0.13
   32.19     0.13
   32.69     0.13
   33.20     0.13
   33.70     0.13
   34.21     0.13
   34.72     0.13
   35.22     0.06
   35.72    -0.00
   36.23    -0.00
   36.73    -0.12
   37.24    -0.12
   37.74    -0.22
   38.25    -0.25
   38.75    -0.38
   39.26    -0.41
   39.76    -0.50
   40.27    -0.54
   40.77    -0.63
   41.27    -0.72
   41.78    -0.82
   42.28    -0.92
   42.79    -1.04
   43.30    -1.17
   43.80    -1.33
   44.30    -1.45
   44.81    -1.58
   45.31    -1.77
   45.82    -1.96
   46.32    -2.15
   46.83    -2.33
   47.33    -2.52
   47.84    -2.71
   48.34    -2.97
   48.85    -3.16
   49.35    -3.41
   49.85    -3.66
   50.36    -3.91
   50.86    -4.20
   51.37    -4.51
   51.87    -4.83
   52.38    -5.14
   52.88    -5.43
   53.39    -5.78
   53.89    -6.09
   54.40    -6.44
   54.90    -6.81
   55.41    -7.19
   55.91    -7.57
   56.42    -7.92
   56.92    -8.30
   57.43    -8.68
   57.93    -9.06
   58.43    -9.46
   58.62    -9.59