# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 35
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -11.41
# Trailing edge coordinates (mm): x= 66.86  y= 10.12
#
#  x(mm)    y(mm)
   10.93    -2.14
   11.25    -2.24
   11.75    -2.36
   12.25    -2.46
   12.76    -2.52
   13.26    -2.65
   13.77    -2.68
   14.27    -2.77
   14.78    -2.84
   15.28    -2.90
   15.79    -2.97
   16.29    -3.03
   16.80    -3.12
   17.30    -3.15
   17.81    -3.28
   18.31    -3.28
   18.82    -3.37
   19.32    -3.40
   19.83    -3.40
   20.33    -3.50
   20.84    -3.53
   21.34    -3.53
   21.85    -3.63
   22.35    -3.66
   22.85    -3.69
   23.36    -3.78
   23.86    -3.78
   24.37    -3.85
   24.87    -3.91
   25.38    -3.91
   25.88    -4.00
   26.39    -4.03
   26.89    -4.07
   27.40    -4.16
   27.90    -4.16
   28.41    -4.20
   28.91    -4.29
   29.41    -4.29
   29.92    -4.29
   30.43    -4.38
   30.93    -4.41
   31.43    -4.41
   31.94    -4.41
   32.44    -4.41
   32.95    -4.41
   33.45    -4.41
   33.96    -4.41
   34.46    -4.41
   34.97    -4.41
   35.47    -4.32
   35.98    -4.29
   36.48    -4.29
   36.98    -4.29
   37.49    -4.16
   38.00    -4.16
   38.50    -4.10
   39.00    -4.03
   39.51    -3.94
   40.01    -3.88
   40.52    -3.75
   41.02    -3.63
   41.53    -3.53
   42.03    -3.40
   42.54    -3.28
   43.04    -3.15
   43.55    -3.03
   44.05    -2.90
   44.56    -2.74
   45.06    -2.59
   45.57    -2.46
   46.07    -2.30
   46.57    -2.11
   47.08    -1.93
   47.58    -1.70
   48.09    -1.52
   48.59    -1.33
   49.10    -1.10
   49.60    -0.92
   50.11    -0.69
   50.61    -0.51
   51.12    -0.29
   51.62    -0.06
   52.13     0.19
   52.63     0.44
   53.14     0.69
   53.64     0.95
   54.15     1.23
   54.65     1.51
   55.16     1.80
   55.66     2.08
   56.16     2.40
   56.67     2.77
   57.17     3.15
   57.68     3.53
   58.18     3.88
   58.75     4.29