# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 75
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -18.28
# Trailing edge coordinates (mm): x= 64.01  y= 2.35
#
#  x(mm)    y(mm)
   10.55    -3.54
   10.87    -3.60
   11.37    -3.75
   11.88    -3.92
   12.38    -4.04
   12.89    -4.10
   13.39    -4.17
   13.89    -4.23
   14.40    -4.30
   14.91    -4.30
   15.41    -4.30
   15.91    -4.30
   16.42    -4.26
   16.92    -4.17
   17.43    -4.10
   17.93    -4.04
   18.44    -3.92
   18.94    -3.79
   19.45    -3.66
   19.95    -3.50
   20.46    -3.35
   20.96    -3.19
   21.47    -2.97
   21.97    -2.72
   22.48    -2.46
   22.98    -2.15
   23.48    -1.89
   23.99    -1.61
   24.49    -1.26
   25.00    -0.89
   25.50    -0.54
   26.01    -0.16
   26.51     0.22
   27.02     0.69
   27.52     1.07
   28.03     1.57
   28.53     2.05
   29.04     2.46
   29.54     2.96
   30.05     3.47
   30.55     3.97
   31.06     4.48
   31.56     4.98
   32.07     5.49
   32.57     5.90
   33.07     6.28
   33.58     6.66
   34.08     7.03
   34.59     7.38
   35.09     7.73
   35.60     8.07
   36.10     8.42
   36.61     8.70
   37.11     8.96
   37.62     9.21
   38.12     9.43
   38.63     9.65
   39.13     9.87
   39.64    10.06
   40.14    10.28
   40.65    10.41
   41.15    10.53
   41.65    10.66
   42.16    10.72
   42.66    10.85
   43.17    10.85
   43.67    10.91
   44.18    10.97
   44.68    10.97
   45.19    10.97
   45.69    10.97
   46.20    10.97
   46.70    10.85
   47.20    10.85
   47.71    10.72
   48.22    10.59
   48.72    10.47
   49.23    10.31
   49.73    10.15
   50.23    10.00
   50.74     9.81
   51.24     9.62
   51.75     9.43
   52.25     9.21
   52.76     8.96
   53.26     8.74
   53.77     8.51
   54.27     8.26
   54.78     8.01
   55.28     7.76
   55.47     7.69