# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 195
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): 8.44
# Trailing edge coordinates (mm): x= 63.30  y= -20.29
#
#  x(mm)    y(mm)
   11.37     1.59
   11.70     1.59
   12.23     1.59
   12.77     1.73
   13.30     1.73
   13.83     1.83
   14.36     1.86
   14.89     1.96
   15.43     2.03
   15.96     2.13
   16.49     2.13
   17.02     2.26
   17.55     2.26
   18.09     2.29
   18.62     2.39
   19.15     2.39
   19.68     2.50
   20.21     2.53
   20.74     2.53
   21.28     2.53
   21.81     2.53
   22.34     2.63
   22.87     2.66
   23.40     2.66
   23.94     2.66
   24.47     2.66
   25.00     2.63
   25.53     2.53
   26.06     2.53
   26.60     2.53
   27.13     2.53
   27.66     2.53
   28.19     2.39
   28.72     2.39
   29.26     2.33
   29.79     2.26
   30.32     2.13
   30.85     2.06
   31.38     1.96
   31.91     1.83
   32.45     1.73
   32.98     1.59
   33.51     1.46
   34.04     1.33
   34.57     1.17
   35.11     1.00
   35.64     0.77
   36.17     0.60
   36.70     0.33
   37.23     0.13
   37.77    -0.06
   38.30    -0.33
   38.83    -0.60
   39.36    -0.86
   39.89    -1.13
   40.43    -1.39
   40.96    -1.73
   41.49    -2.00
   42.02    -2.32
   42.55    -2.66
   43.08    -2.93
   43.62    -3.29
   44.15    -3.62
   44.68    -3.99
   45.21    -4.39
   45.74    -4.79
   46.28    -5.19
   46.81    -5.59
   47.34    -5.98
   47.87    -6.38
   48.40    -6.85
   48.94    -7.25
   49.47    -7.71
   50.00    -8.18
   50.53    -8.61
   51.06    -9.08
   51.59    -9.51
   52.13   -10.04
   52.66   -10.47
   53.19   -10.97
   53.72   -11.50
   54.25   -12.03
   54.79   -12.43
   55.32   -12.97
   55.84   -13.47
   56.03   -13.58