# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 130
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -22.15
# Trailing edge coordinates (mm): x= 65.47  y= 17.64
#
#  x(mm)    y(mm)
   10.30    -4.04
   10.62    -4.17
   11.12    -4.33
   11.63    -4.42
   12.13    -4.55
   12.63    -4.55
   13.14    -4.64
   13.64    -4.67
   14.15    -4.67
   14.65    -4.55
   15.16    -4.55
   15.66    -4.48
   16.17    -4.42
   16.67    -4.33
   17.18    -4.23
   17.68    -4.13
   18.19    -4.04
   18.69    -3.95
   19.19    -3.82
   19.70    -3.69
   20.20    -3.54
   20.71    -3.38
   21.21    -3.22
   21.72    -3.06
   22.22    -2.87
   22.73    -2.72
   23.23    -2.59
   23.74    -2.43
   24.24    -2.24
   24.75    -2.05
   25.25    -1.86
   25.76    -1.68
   26.26    -1.48
   26.77    -1.30
   27.27    -1.11
   27.77    -0.92
   28.28    -0.73
   28.78    -0.54
   29.29    -0.35
   29.79    -0.16
   30.30     0.03
   30.80     0.19
   31.31     0.38
   31.81     0.57
   32.32     0.76
   32.82     0.94
   33.33     1.17
   33.83     1.35
   34.34     1.54
   34.84     1.76
   35.34     1.98
   35.85     2.21
   36.35     2.43
   36.86     2.65
   37.36     2.84
   37.87     3.06
   38.37     3.28
   38.88     3.47
   39.38     3.69
   39.89     3.91
   40.39     4.10
   40.90     4.32
   41.40     4.51
   41.91     4.73
   42.41     4.92
   42.92     5.14
   43.42     5.36
   43.93     5.55
   44.43     5.77
   44.93     5.99
   45.44     6.24
   45.94     6.50
   46.45     6.69
   46.95     6.94
   47.46     7.19
   47.96     7.41
   48.47     7.63
   48.97     7.85
   49.48     8.07
   49.98     8.33
   50.49     8.54
   50.99     8.77
   51.50     9.02
   52.00     9.21
   52.50     9.46
   53.01     9.71
   53.52    10.03
   54.02    10.28
   54.52    10.53
   55.03    10.85
   55.53    11.16
   56.04    11.48
   56.54    11.83
   57.11    12.23