# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 80
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -19.21
# Trailing edge coordinates (mm): x= 64.49  y= 3.80
#
#  x(mm)    y(mm)
   10.55    -3.66
   10.87    -3.75
   11.37    -3.92
   11.88    -4.04
   12.38    -4.17
   12.89    -4.30
   13.39    -4.30
   13.89    -4.39
   14.40    -4.42
   14.91    -4.42
   15.41    -4.42
   15.91    -4.42
   16.42    -4.42
   16.92    -4.33
   17.43    -4.30
   17.93    -4.20
   18.44    -4.13
   18.94    -4.04
   19.45    -3.92
   19.95    -3.75
   20.46    -3.60
   20.96    -3.38
   21.47    -3.19
   21.97    -2.97
   22.48    -2.72
   22.98    -2.43
   23.48    -2.15
   23.99    -1.89
   24.49    -1.58
   25.00    -1.26
   25.50    -0.95
   26.01    -0.57
   26.51    -0.16
   27.02     0.25
   27.52     0.69
   28.03     1.07
   28.53     1.57
   29.04     1.99
   29.54     2.46
   30.05     2.96
   30.55     3.47
   31.06     3.97
   31.56     4.41
   32.07     4.86
   32.57     5.36
   33.07     5.86
   33.58     6.28
   34.08     6.69
   34.59     7.06
   35.09     7.44
   35.60     7.82
   36.10     8.14
   36.61     8.45
   37.11     8.77
   37.62     9.02
   38.12     9.27
   38.63     9.52
   39.13     9.78
   39.64     9.93
   40.14    10.15
   40.65    10.31
   41.15    10.47
   41.65    10.63
   42.16    10.72
   42.66    10.85
   43.17    10.91
   43.67    10.97
   44.18    10.97
   44.68    11.10
   45.19    11.10
   45.69    11.10
   46.20    10.97
   46.70    10.97
   47.20    10.97
   47.71    10.85
   48.22    10.85
   48.72    10.72
   49.23    10.59
   49.73    10.50
   50.23    10.38
   50.74    10.21
   51.24    10.06
   51.75     9.90
   52.25     9.71
   52.76     9.52
   53.26     9.33
   53.77     9.14
   54.27     8.96
   54.78     8.70
   55.28     8.45
   55.60     8.32