# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 5
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -2.41
# Trailing edge coordinates (mm): x= 66.31  y= 14.94
#
#  x(mm)    y(mm)
   11.31    -0.38
   11.63    -0.38
   12.13    -0.38
   12.63    -0.38
   13.14    -0.38
   13.64    -0.38
   14.15    -0.50
   14.65    -0.50
   15.16    -0.50
   15.66    -0.57
   16.17    -0.63
   16.67    -0.63
   17.18    -0.63
   17.68    -0.75
   18.19    -0.75
   18.69    -0.75
   19.19    -0.75
   19.70    -0.75
   20.20    -0.79
   20.71    -0.88
   21.21    -0.88
   21.72    -0.88
   22.22    -0.88
   22.73    -0.88
   23.23    -1.01
   23.74    -1.01
   24.24    -1.01
   24.75    -1.01
   25.25    -1.01
   25.76    -1.01
   26.26    -1.01
   26.77    -1.01
   27.27    -1.01
   27.77    -1.01
   28.28    -1.01
   28.78    -1.01
   29.29    -1.01
   29.79    -1.01
   30.30    -1.01
   30.80    -1.01
   31.31    -1.01
   31.81    -1.01
   32.32    -1.01
   32.82    -1.01
   33.33    -1.01
   33.83    -1.01
   34.34    -0.88
   34.84    -0.88
   35.34    -0.88
   35.85    -0.79
   36.35    -0.75
   36.86    -0.75
   37.36    -0.63
   37.87    -0.63
   38.37    -0.54
   38.88    -0.50
   39.38    -0.38
   39.89    -0.35
   40.39    -0.25
   40.90    -0.16
   41.40    -0.03
   41.91     0.09
   42.41     0.19
   42.92     0.32
   43.42     0.44
   43.93     0.57
   44.43     0.69
   44.93     0.85
   45.44     1.04
   45.94     1.20
   46.45     1.35
   46.95     1.58
   47.46     1.77
   47.96     1.96
   48.47     2.14
   48.97     2.33
   49.48     2.59
   49.98     2.84
   50.49     3.09
   50.99     3.34
   51.50     3.60
   52.00     3.85
   52.50     4.16
   53.01     4.42
   53.52     4.73
   54.02     5.05
   54.52     5.39
   55.03     5.71
   55.53     6.06
   56.04     6.34
   56.54     6.72
   57.05     7.13
   57.55     7.54
   58.06     7.95
   58.56     8.36
   58.75     8.46