# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 105
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -22.76
# Trailing edge coordinates (mm): x= 66.27  y= 11.02
#
#  x(mm)    y(mm)
   10.30    -4.30
   10.62    -4.45
   11.12    -4.64
   11.63    -4.76
   12.13    -4.89
   12.63    -5.02
   13.14    -5.05
   13.64    -5.11
   14.15    -5.18
   14.65    -5.18
   15.16    -5.18
   15.66    -5.18
   16.17    -5.18
   16.67    -5.11
   17.18    -5.05
   17.68    -4.93
   18.19    -4.83
   18.69    -4.70
   19.19    -4.58
   19.70    -4.45
   20.20    -4.26
   20.71    -4.10
   21.21    -3.95
   21.72    -3.72
   22.22    -3.50
   22.73    -3.28
   23.23    -3.03
   23.74    -2.78
   24.24    -2.53
   24.75    -2.21
   25.25    -1.89
   25.76    -1.61
   26.26    -1.29
   26.77    -0.98
   27.27    -0.60
   27.77    -0.25
   28.28     0.09
   28.78     0.44
   29.29     0.79
   29.79     1.17
   30.30     1.54
   30.80     1.95
   31.31     2.33
   31.81     2.71
   32.32     3.09
   32.82     3.47
   33.33     3.85
   33.83     4.26
   34.34     4.64
   34.84     5.02
   35.34     5.39
   35.85     5.71
   36.35     6.02
   36.86     6.34
   37.36     6.69
   37.87     6.94
   38.37     7.25
   38.88     7.50
   39.38     7.76
   39.89     8.01
   40.39     8.26
   40.90     8.51
   41.40     8.67
   41.91     8.89
   42.41     9.08
   42.92     9.27
   43.42     9.43
   43.93     9.55
   44.43     9.75
   44.93     9.87
   45.44    10.03
   45.94    10.15
   46.45    10.25
   46.95    10.34
   47.46    10.44
   47.96    10.50
   48.47    10.59
   48.97    10.66
   49.48    10.72
   49.98    10.76
   50.49    10.85
   50.99    10.85
   51.50    10.85
   52.00    10.91
   52.50    10.97
   53.01    10.97
   53.52    10.97
   54.02    10.97
   54.52    10.97
   55.03    10.97
   55.53    10.97
   56.04    10.97
   56.23    10.97