# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 20
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -6.97
# Trailing edge coordinates (mm): x= 60.47  y= -11.77
#
#  x(mm)    y(mm)
   11.06    -1.27
   11.37    -1.36
   11.88    -1.39
   12.38    -1.39
   12.89    -1.39
   13.39    -1.39
   13.89    -1.39
   14.40    -1.39
   14.91    -1.39
   15.41    -1.27
   15.91    -1.20
   16.42    -1.08
   16.92    -0.95
   17.43    -0.82
   17.93    -0.67
   18.44    -0.54
   18.94    -0.35
   19.45    -0.22
   19.95    -0.07
   20.46     0.12
   20.96     0.31
   21.47     0.57
   21.97     0.76
   22.48     0.94
   22.98     1.20
   23.48     1.39
   23.99     1.64
   24.49     1.89
   25.00     2.14
   25.50     2.36
   26.01     2.58
   26.51     2.84
   27.02     3.09
   27.52     3.34
   28.03     3.59
   28.53     3.78
   29.04     4.04
   29.54     4.25
   30.05     4.48
   30.55     4.67
   31.06     4.86
   31.56     5.01
   32.07     5.20
   32.57     5.36
   33.07     5.55
   33.58     5.71
   34.08     5.83
   34.59     5.96
   35.09     6.09
   35.60     6.21
   36.10     6.30
   36.61     6.40
   37.11     6.47
   37.62     6.56
   38.12     6.65
   38.63     6.68
   39.13     6.75
   39.64     6.81
   40.14     6.81
   40.65     6.81
   41.15     6.81
   41.65     6.81
   42.16     6.81
   42.66     6.81
   43.17     6.75
   43.67     6.68
   44.18     6.59
   44.68     6.47
   45.19     6.34
   45.69     6.21
   46.20     6.02
   46.70     5.86
   47.20     5.64
   47.71     5.46
   48.22     5.23
   48.72     4.98
   49.23     4.73
   49.73     4.41
   50.23     4.16
   50.74     3.78
   51.24     3.40
   51.75     2.96
   52.25     2.46
   52.76     1.92
   53.26     1.32
   53.77     0.66
   54.27    -0.10
   54.78    -0.89
   55.28    -1.77
   55.85    -2.91