# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 90
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -20.86
# Trailing edge coordinates (mm): x= 65.44  y= 6.59
#
#  x(mm)    y(mm)
   10.55    -3.92
   10.87    -4.07
   11.37    -4.23
   11.88    -4.39
   12.38    -4.51
   12.89    -4.64
   13.39    -4.70
   13.89    -4.80
   14.40    -4.83
   14.91    -4.93
   15.41    -4.93
   15.91    -4.86
   16.42    -4.80
   16.92    -4.80
   17.43    -4.67
   17.93    -4.67
   18.44    -4.55
   18.94    -4.42
   19.45    -4.26
   19.95    -4.13
   20.46    -3.98
   20.96    -3.79
   21.47    -3.60
   21.97    -3.35
   22.48    -3.09
   22.98    -2.84
   23.48    -2.59
   23.99    -2.30
   24.49    -2.02
   25.00    -1.74
   25.50    -1.42
   26.01    -1.11
   26.51    -0.73
   27.02    -0.38
   27.52    -0.00
   28.03     0.44
   28.53     0.82
   29.04     1.23
   29.54     1.67
   30.05     2.08
   30.55     2.46
   31.06     2.90
   31.56     3.34
   32.07     3.85
   32.57     4.35
   33.07     4.86
   33.58     5.27
   34.08     5.74
   34.59     6.18
   35.09     6.62
   35.60     7.00
   36.10     7.35
   36.61     7.73
   37.11     8.07
   37.62     8.33
   38.12     8.64
   38.63     8.89
   39.13     9.14
   39.64     9.40
   40.14     9.65
   40.65     9.84
   41.15    10.03
   41.65    10.15
   42.16    10.31
   42.66    10.47
   43.17    10.59
   43.67    10.69
   44.18    10.72
   44.68    10.85
   45.19    10.85
   45.69    10.88
   46.20    10.97
   46.70    10.97
   47.20    10.97
   47.71    10.97
   48.22    10.97
   48.72    10.97
   49.23    10.88
   49.73    10.85
   50.23    10.76
   50.74    10.69
   51.24    10.59
   51.75    10.50
   52.25    10.44
   52.76    10.34
   53.26    10.21
   53.77    10.12
   54.27    10.00
   54.78     9.84
   55.28     9.68
   55.85     9.46