# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 85
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -20.06
# Trailing edge coordinates (mm): x= 64.90  y= 5.12
#
#  x(mm)    y(mm)
   10.55    -3.79
   10.87    -3.85
   11.37    -4.01
   11.88    -4.13
   12.38    -4.26
   12.89    -4.39
   13.39    -4.48
   13.89    -4.55
   14.40    -4.61
   14.91    -4.67
   15.41    -4.67
   15.91    -4.58
   16.42    -4.55
   16.92    -4.51
   17.43    -4.42
   17.93    -4.36
   18.44    -4.30
   18.94    -4.17
   19.45    -4.04
   19.95    -3.88
   20.46    -3.69
   20.96    -3.50
   21.47    -3.32
   21.97    -3.09
   22.48    -2.84
   22.98    -2.59
   23.48    -2.34
   23.99    -2.05
   24.49    -1.74
   25.00    -1.42
   25.50    -1.11
   26.01    -0.73
   26.51    -0.38
   27.02    -0.00
   27.52     0.41
   28.03     0.82
   28.53     1.20
   29.04     1.64
   29.54     2.08
   30.05     2.55
   30.55     2.96
   31.06     3.47
   31.56     3.97
   32.07     4.48
   32.57     4.98
   33.07     5.39
   33.58     5.86
   34.08     6.28
   34.59     6.75
   35.09     7.19
   35.60     7.57
   36.10     7.95
   36.61     8.30
   37.11     8.58
   37.62     8.89
   38.12     9.14
   38.63     9.40
   39.13     9.65
   39.64     9.87
   40.14    10.03
   40.65    10.22
   41.15    10.41
   41.65    10.53
   42.16    10.66
   42.66    10.79
   43.17    10.88
   43.67    10.97
   44.18    11.07
   44.68    11.10
   45.19    11.10
   45.69    11.10
   46.20    11.10
   46.70    11.10
   47.20    11.10
   47.71    10.97
   48.22    10.97
   48.72    10.91
   49.23    10.85
   49.73    10.72
   50.23    10.63
   50.74    10.50
   51.24    10.38
   51.75    10.25
   52.25    10.12
   52.76     9.96
   53.26     9.81
   53.77     9.68
   54.27     9.52
   54.78     9.30
   55.28     9.11
   55.72     8.95