# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 30
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -16.79
# Trailing edge coordinates (mm): x= 63.11  y= 16.45
#
#  x(mm)    y(mm)
   10.84    -3.33
   11.17    -3.39
   11.70    -3.56
   12.23    -3.75
   12.77    -3.89
   13.30    -4.02
   13.83    -4.15
   14.36    -4.29
   14.89    -4.42
   15.43    -4.55
   15.96    -4.69
   16.49    -4.79
   17.02    -4.92
   17.55    -5.02
   18.09    -5.08
   18.62    -5.19
   19.15    -5.29
   19.68    -5.32
   20.21    -5.45
   20.74    -5.45
   21.28    -5.55
   21.81    -5.59
   22.34    -5.59
   22.87    -5.65
   23.40    -5.72
   23.94    -5.72
   24.47    -5.72
   25.00    -5.78
   25.53    -5.85
   26.06    -5.85
   26.60    -5.85
   27.13    -5.78
   27.66    -5.72
   28.19    -5.72
   28.72    -5.69
   29.26    -5.59
   29.79    -5.59
   30.32    -5.45
   30.85    -5.38
   31.38    -5.32
   31.91    -5.19
   32.45    -5.08
   32.98    -4.92
   33.51    -4.76
   34.04    -4.59
   34.57    -4.45
   35.11    -4.29
   35.64    -4.05
   36.17    -3.89
   36.70    -3.65
   37.23    -3.39
   37.77    -3.16
   38.30    -2.93
   38.83    -2.66
   39.36    -2.39
   39.89    -2.13
   40.43    -1.86
   40.96    -1.60
   41.49    -1.26
   42.02    -0.96
   42.55    -0.67
   43.08    -0.30
   43.62     0.03
   44.15     0.40
   44.68     0.76
   45.21     1.16
   45.74     1.56
   46.28     1.96
   46.81     2.39
   47.34     2.82
   47.87     3.26
   48.40     3.66
   48.94     4.09
   49.47     4.55
   50.00     4.99
   50.53     5.42
   51.06     5.88
   51.59     6.32
   52.13     6.85
   52.66     7.28
   53.19     7.78
   53.72     8.28
   54.25     8.71
   54.79     9.21
   55.30     9.65
   55.44     9.87