# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 20
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -7.39
# Trailing edge coordinates (mm): x= 66.33  y= 12.90
#
#  x(mm)    y(mm)
   11.18    -1.26
   11.50    -1.26
   12.00    -1.33
   12.51    -1.39
   13.01    -1.45
   13.52    -1.51
   14.02    -1.64
   14.53    -1.64
   15.03    -1.73
   15.54    -1.76
   16.04    -1.80
   16.55    -1.89
   17.05    -1.89
   17.56    -1.96
   18.06    -2.02
   18.56    -2.02
   19.07    -2.02
   19.57    -2.11
   20.08    -2.14
   20.58    -2.14
   21.09    -2.18
   21.59    -2.27
   22.10    -2.27
   22.60    -2.27
   23.11    -2.27
   23.61    -2.27
   24.12    -2.36
   24.62    -2.39
   25.13    -2.39
   25.63    -2.39
   26.14    -2.39
   26.64    -2.39
   27.14    -2.49
   27.65    -2.52
   28.15    -2.52
   28.66    -2.52
   29.16    -2.52
   29.67    -2.52
   30.17    -2.52
   30.68    -2.52
   31.18    -2.52
   31.69    -2.52
   32.19    -2.52
   32.69    -2.52
   33.20    -2.52
   33.70    -2.52
   34.21    -2.52
   34.72    -2.52
   35.22    -2.52
   35.72    -2.46
   36.23    -2.39
   36.73    -2.39
   37.24    -2.39
   37.74    -2.36
   38.25    -2.27
   38.75    -2.27
   39.26    -2.21
   39.76    -2.14
   40.27    -2.02
   40.77    -1.93
   41.27    -1.86
   41.78    -1.76
   42.28    -1.64
   42.79    -1.51
   43.30    -1.36
   43.80    -1.20
   44.30    -1.04
   44.81    -0.85
   45.31    -0.69
   45.82    -0.54
   46.32    -0.32
   46.83    -0.13
   47.33     0.06
   47.84     0.29
   48.34     0.47
   48.85     0.69
   49.35     0.95
   49.85     1.17
   50.36     1.39
   50.86     1.64
   51.37     1.89
   51.87     2.14
   52.38     2.43
   52.88     2.74
   53.39     3.03
   53.89     3.37
   54.40     3.66
   54.90     4.00
   55.41     4.32
   55.91     4.64
   56.42     4.95
   56.92     5.33
   57.43     5.71
   57.93     6.12
   58.43     6.50
   58.62     6.69