# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 160
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -8.80
# Trailing edge coordinates (mm): x= 65.63  y= -24.09
#
#  x(mm)    y(mm)
   11.24    -1.73
   11.57    -1.76
   12.10    -1.86
   12.63    -1.96
   13.17    -2.03
   13.70    -2.13
   14.23    -2.19
   14.76    -2.26
   15.29    -2.39
   15.82    -2.46
   16.36    -2.53
   16.89    -2.66
   17.42    -2.72
   17.95    -2.79
   18.48    -2.93
   19.02    -2.96
   19.55    -3.06
   20.08    -3.12
   20.61    -3.19
   21.14    -3.33
   21.68    -3.39
   22.21    -3.46
   22.74    -3.59
   23.27    -3.69
   23.80    -3.75
   24.34    -3.86
   24.87    -3.99
   25.40    -4.12
   25.93    -4.22
   26.46    -4.36
   26.99    -4.45
   27.53    -4.59
   28.06    -4.72
   28.59    -4.85
   29.12    -4.98
   29.65    -5.15
   30.19    -5.32
   30.72    -5.48
   31.25    -5.65
   31.78    -5.78
   32.31    -5.95
   32.85    -6.12
   33.38    -6.28
   33.91    -6.45
   34.44    -6.68
   34.97    -6.85
   35.51    -7.02
   36.04    -7.21
   36.57    -7.38
   37.10    -7.55
   37.63    -7.74
   38.16    -7.91
   38.70    -8.11
   39.23    -8.31
   39.76    -8.51
   40.29    -8.71
   40.82    -8.94
   41.36    -9.14
   41.89    -9.34
   42.42    -9.54
   42.95    -9.77
   43.48   -10.04
   44.02   -10.30
   44.55   -10.54
   45.08   -10.77
   45.61   -11.04
   46.14   -11.23
   46.67   -11.50
   47.21   -11.77
   47.74   -11.97
   48.27   -12.23
   48.80   -12.50
   49.33   -12.77
   49.87   -13.03
   50.40   -13.30
   50.93   -13.56
   51.46   -13.89
   51.99   -14.16
   52.53   -14.50
   53.06   -14.82
   53.59   -15.16
   54.12   -15.49
   54.65   -15.83
   55.19   -16.19
   55.72   -16.59
   56.25   -16.95
   56.78   -17.35
   57.34   -17.76
   57.63   -17.97