# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 220
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 11.78
# Trailing edge coordinates (mm): x= 61.38  y= 6.96
#
#  x(mm)    y(mm)
   10.93     2.27
   11.25     2.36
   11.75     2.46
   12.25     2.52
   12.76     2.64
   13.26     2.64
   13.77     2.77
   14.27     2.77
   14.78     2.64
   15.28     2.64
   15.79     2.52
   16.29     2.52
   16.80     2.39
   17.30     2.36
   17.81     2.24
   18.31     2.11
   18.82     1.95
   19.32     1.80
   19.83     1.60
   20.33     1.45
   20.84     1.26
   21.34     1.01
   21.85     0.76
   22.35     0.50
   22.85     0.25
   23.36    -0.07
   23.86    -0.32
   24.37    -0.60
   24.87    -0.92
   25.38    -1.26
   25.88    -1.61
   26.39    -1.99
   26.89    -2.34
   27.40    -2.72
   27.90    -3.06
   28.41    -3.41
   28.91    -3.75
   29.41    -4.10
   29.92    -4.45
   30.43    -4.80
   30.93    -5.14
   31.43    -5.46
   31.94    -5.77
   32.44    -6.06
   32.95    -6.34
   33.45    -6.63
   33.96    -6.88
   34.46    -7.13
   34.97    -7.38
   35.47    -7.64
   35.98    -7.86
   36.48    -8.01
   36.98    -8.17
   37.49    -8.36
   38.00    -8.49
   38.50    -8.65
   39.00    -8.77
   39.51    -8.90
   40.01    -8.96
   40.52    -9.09
   41.02    -9.09
   41.53    -9.15
   42.03    -9.22
   42.54    -9.22
   43.04    -9.12
   43.55    -9.09
   44.05    -9.05
   44.56    -8.96
   45.06    -8.90
   45.57    -8.77
   46.07    -8.65
   46.57    -8.42
   47.08    -8.27
   47.58    -8.04
   48.09    -7.82
   48.59    -7.54
   49.10    -7.22
   49.60    -6.94
   50.11    -6.59
   50.61    -6.21
   51.12    -5.77
   51.62    -5.37
   52.13    -4.89
   52.63    -4.48
   53.14    -3.98
   53.64    -3.35
   54.15    -2.81
   54.65    -2.21
   55.16    -1.55
   55.47    -1.14