# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 120
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -23.24
# Trailing edge coordinates (mm): x= 66.35  y= 15.21
#
#  x(mm)    y(mm)
   10.30    -4.30
   10.62    -4.36
   11.12    -4.58
   11.63    -4.70
   12.13    -4.83
   12.63    -4.93
   13.14    -5.02
   13.64    -5.05
   14.15    -5.05
   14.65    -5.05
   15.16    -5.05
   15.66    -5.05
   16.17    -4.93
   16.67    -4.93
   17.18    -4.80
   17.68    -4.67
   18.19    -4.58
   18.69    -4.48
   19.19    -4.36
   19.70    -4.23
   20.20    -4.07
   20.71    -3.88
   21.21    -3.69
   21.72    -3.50
   22.22    -3.32
   22.73    -3.09
   23.23    -2.87
   23.74    -2.65
   24.24    -2.40
   24.75    -2.21
   25.25    -1.96
   25.76    -1.71
   26.26    -1.45
   26.77    -1.20
   27.27    -0.95
   27.77    -0.70
   28.28    -0.44
   28.78    -0.19
   29.29     0.09
   29.79     0.38
   30.30     0.63
   30.80     0.91
   31.31     1.20
   31.81     1.45
   32.32     1.76
   32.82     2.02
   33.33     2.30
   33.83     2.62
   34.34     2.90
   34.84     3.15
   35.34     3.47
   35.85     3.72
   36.35     4.04
   36.86     4.29
   37.36     4.54
   37.87     4.79
   38.37     5.05
   38.88     5.30
   39.38     5.49
   39.89     5.71
   40.39     5.93
   40.90     6.12
   41.40     6.37
   41.91     6.62
   42.41     6.81
   42.92     7.00
   43.42     7.22
   43.93     7.44
   44.43     7.63
   44.93     7.88
   45.44     8.04
   45.94     8.23
   46.45     8.42
   46.95     8.61
   47.46     8.77
   47.96     8.96
   48.47     9.14
   48.97     9.30
   49.48     9.49
   49.98     9.65
   50.49     9.81
   50.99    10.00
   51.50    10.15
   52.00    10.31
   52.50    10.50
   53.01    10.66
   53.52    10.82
   54.02    11.01
   54.52    11.19
   55.03    11.39
   55.53    11.57
   56.04    11.76
   56.54    11.92
   56.86    11.98