# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 200
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): 11.29
# Trailing edge coordinates (mm): x= 63.30  y= -19.08
#
#  x(mm)    y(mm)
   11.37     2.26
   11.70     2.26
   12.23     2.39
   12.77     2.46
   13.30     2.53
   13.83     2.66
   14.36     2.73
   14.89     2.79
   15.43     2.92
   15.96     2.99
   16.49     3.06
   17.02     3.13
   17.55     3.19
   18.09     3.22
   18.62     3.32
   19.15     3.32
   19.68     3.32
   20.21     3.43
   20.74     3.46
   21.28     3.46
   21.81     3.46
   22.34     3.53
   22.87     3.59
   23.40     3.59
   23.94     3.59
   24.47     3.59
   25.00     3.59
   25.53     3.59
   26.06     3.59
   26.60     3.49
   27.13     3.46
   27.66     3.46
   28.19     3.43
   28.72     3.32
   29.26     3.32
   29.79     3.22
   30.32     3.19
   30.85     3.09
   31.38     3.03
   31.91     2.89
   32.45     2.79
   32.98     2.66
   33.51     2.53
   34.04     2.36
   34.57     2.20
   35.11     2.06
   35.64     1.93
   36.17     1.73
   36.70     1.49
   37.23     1.27
   37.77     1.06
   38.30     0.80
   38.83     0.53
   39.36     0.26
   39.89     0.00
   40.43    -0.30
   40.96    -0.63
   41.49    -0.93
   42.02    -1.23
   42.55    -1.60
   43.08    -1.96
   43.62    -2.29
   44.15    -2.69
   44.68    -3.09
   45.21    -3.49
   45.74    -3.89
   46.28    -4.29
   46.81    -4.72
   47.34    -5.12
   47.87    -5.59
   48.40    -6.05
   48.94    -6.45
   49.47    -6.92
   50.00    -7.38
   50.53    -7.81
   51.06    -8.28
   51.59    -8.71
   52.13    -9.21
   52.66    -9.64
   53.19   -10.14
   53.72   -10.57
   54.25   -11.07
   54.79   -11.50
   55.32   -11.97
   55.82   -12.41
   55.94   -12.55