# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 215
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 10.77
# Trailing edge coordinates (mm): x= 61.08  y= 7.95
#
#  x(mm)    y(mm)
   11.06     2.14
   11.37     2.14
   11.88     2.21
   12.38     2.27
   12.89     2.33
   13.39     2.39
   13.89     2.39
   14.40     2.30
   14.91     2.27
   15.41     2.27
   15.91     2.18
   16.42     2.14
   16.92     2.05
   17.43     1.92
   17.93     1.83
   18.44     1.70
   18.94     1.54
   19.45     1.35
   19.95     1.20
   20.46     0.94
   20.96     0.72
   21.47     0.50
   21.97     0.31
   22.48     0.06
   22.98    -0.19
   23.48    -0.44
   23.99    -0.76
   24.49    -1.04
   25.00    -1.33
   25.50    -1.64
   26.01    -1.99
   26.51    -2.37
   27.02    -2.68
   27.52    -3.03
   28.03    -3.31
   28.53    -3.66
   29.04    -3.98
   29.54    -4.29
   30.05    -4.64
   30.55    -4.92
   31.06    -5.27
   31.56    -5.55
   32.07    -5.84
   32.57    -6.12
   33.07    -6.37
   33.58    -6.60
   34.08    -6.82
   34.59    -7.07
   35.09    -7.26
   35.60    -7.48
   36.10    -7.67
   36.61    -7.83
   37.11    -7.95
   37.62    -8.08
   38.12    -8.21
   38.63    -8.33
   39.13    -8.42
   39.64    -8.55
   40.14    -8.59
   40.65    -8.71
   41.15    -8.71
   41.65    -8.71
   42.16    -8.71
   42.66    -8.71
   43.17    -8.62
   43.67    -8.59
   44.18    -8.52
   44.68    -8.46
   45.19    -8.33
   45.69    -8.21
   46.20    -8.08
   46.70    -7.92
   47.20    -7.73
   47.71    -7.51
   48.22    -7.26
   48.72    -7.01
   49.23    -6.72
   49.73    -6.40
   50.23    -6.06
   50.74    -5.68
   51.24    -5.30
   51.75    -4.86
   52.25    -4.36
   52.76    -3.85
   53.26    -3.28
   53.77    -2.68
   54.27    -2.02
   54.78    -1.33
   55.28    -0.63
   55.47    -0.38