# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 280
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 22.27
# Trailing edge coordinates (mm): x= 65.93  y= -9.81
#
#  x(mm)    y(mm)
   10.30     4.28
   10.62     4.35
   11.12     4.57
   11.63     4.73
   12.13     4.86
   12.63     5.01
   13.14     5.14
   13.64     5.26
   14.15     5.29
   14.65     5.39
   15.16     5.42
   15.66     5.42
   16.17     5.33
   16.67     5.29
   17.18     5.23
   17.68     5.17
   18.19     5.04
   18.69     4.95
   19.19     4.83
   19.70     4.70
   20.20     4.54
   20.71     4.32
   21.21     4.10
   21.72     3.85
   22.22     3.59
   22.73     3.34
   23.23     3.09
   23.74     2.81
   24.24     2.49
   24.75     2.18
   25.25     1.83
   25.76     1.48
   26.26     1.10
   26.77     0.73
   27.27     0.35
   27.77    -0.03
   28.28    -0.41
   28.78    -0.82
   29.29    -1.23
   29.79    -1.71
   30.30    -2.11
   30.80    -2.56
   31.31    -2.97
   31.81    -3.35
   32.32    -3.72
   32.82    -4.10
   33.33    -4.48
   33.83    -4.83
   34.34    -5.21
   34.84    -5.55
   35.34    -5.90
   35.85    -6.21
   36.35    -6.56
   36.86    -6.85
   37.36    -7.13
   37.87    -7.45
   38.37    -7.70
   38.88    -7.95
   39.38    -8.14
   39.89    -8.39
   40.39    -8.65
   40.90    -8.87
   41.40    -9.02
   41.91    -9.25
   42.41    -9.40
   42.92    -9.53
   43.42    -9.69
   43.93    -9.81
   44.43    -9.97
   44.93   -10.10
   45.44   -10.23
   45.94   -10.29
   46.45   -10.35
   46.95   -10.48
   47.46   -10.48
   47.96   -10.54
   48.47   -10.60
   48.97   -10.60
   49.48   -10.60
   49.98   -10.73
   50.49   -10.73
   50.99   -10.73
   51.50   -10.73
   52.00   -10.73
   52.50   -10.73
   53.01   -10.73
   53.52   -10.69
   54.02   -10.60
   54.52   -10.60
   55.03   -10.60
   55.53   -10.57
   55.97   -10.48