# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 205
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): 14.11
# Trailing edge coordinates (mm): x= 63.38  y= -18.06
#
#  x(mm)    y(mm)
   11.11     2.66
   11.44     2.76
   11.97     2.86
   12.50     2.96
   13.03     3.06
   13.56     3.19
   14.10     3.32
   14.63     3.43
   15.16     3.49
   15.69     3.59
   16.22     3.62
   16.76     3.72
   17.29     3.76
   17.82     3.86
   18.35     3.89
   18.88     3.99
   19.42     4.06
   19.95     4.12
   20.48     4.19
   21.01     4.25
   21.54     4.25
   22.07     4.25
   22.61     4.39
   23.14     4.39
   23.67     4.39
   24.20     4.39
   24.73     4.39
   25.27     4.39
   25.80     4.39
   26.33     4.39
   26.86     4.36
   27.39     4.25
   27.93     4.25
   28.46     4.22
   28.99     4.12
   29.52     4.12
   30.05     4.02
   30.58     3.99
   31.12     3.89
   31.65     3.86
   32.18     3.72
   32.71     3.62
   33.24     3.53
   33.78     3.39
   34.31     3.26
   34.84     3.13
   35.37     2.89
   35.90     2.73
   36.44     2.50
   36.97     2.26
   37.50     2.06
   38.03     1.80
   38.56     1.53
   39.10     1.27
   39.63     1.00
   40.16     0.73
   40.69     0.40
   41.22     0.03
   41.75    -0.30
   42.29    -0.67
   42.82    -1.03
   43.35    -1.43
   43.88    -1.76
   44.41    -2.16
   44.95    -2.56
   45.48    -2.96
   46.01    -3.39
   46.54    -3.79
   47.07    -4.19
   47.61    -4.59
   48.14    -4.99
   48.67    -5.39
   49.20    -5.82
   49.73    -6.22
   50.27    -6.65
   50.80    -7.08
   51.33    -7.51
   51.86    -7.91
   52.39    -8.35
   52.92    -8.84
   53.46    -9.24
   53.99    -9.77
   54.52   -10.17
   55.05   -10.70
   55.58   -11.14
   56.06   -11.48