# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 195
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 5.39
# Trailing edge coordinates (mm): x= 60.12  y= 13.01
#
#  x(mm)    y(mm)
   11.18     1.13
   11.50     1.13
   12.00     1.13
   12.51     1.26
   13.01     1.26
   13.52     1.20
   14.02     1.13
   14.53     1.07
   15.03     1.00
   15.54     0.88
   16.04     0.82
   16.55     0.72
   17.05     0.60
   17.56     0.44
   18.06     0.28
   18.56     0.09
   19.07    -0.10
   19.57    -0.29
   20.08    -0.47
   20.58    -0.70
   21.09    -0.95
   21.59    -1.20
   22.10    -1.45
   22.60    -1.64
   23.11    -1.89
   23.61    -2.11
   24.12    -2.34
   24.62    -2.53
   25.13    -2.72
   25.63    -2.94
   26.14    -3.12
   26.64    -3.35
   27.14    -3.53
   27.65    -3.72
   28.15    -3.91
   28.66    -4.10
   29.16    -4.26
   29.67    -4.39
   30.17    -4.55
   30.68    -4.70
   31.18    -4.83
   31.69    -4.96
   32.19    -5.08
   32.69    -5.21
   33.20    -5.31
   33.70    -5.43
   34.21    -5.52
   34.72    -5.59
   35.22    -5.68
   35.72    -5.74
   36.23    -5.81
   36.73    -5.84
   37.24    -5.94
   37.74    -5.94
   38.25    -5.94
   38.75    -5.97
   39.26    -6.06
   39.76    -6.06
   40.27    -6.06
   40.77    -6.06
   41.27    -6.06
   41.78    -6.00
   42.28    -5.94
   42.79    -5.94
   43.30    -5.81
   43.80    -5.77
   44.30    -5.65
   44.81    -5.52
   45.31    -5.40
   45.82    -5.27
   46.32    -5.14
   46.83    -4.99
   47.33    -4.83
   47.84    -4.61
   48.34    -4.42
   48.85    -4.17
   49.35    -3.91
   49.85    -3.60
   50.36    -3.28
   50.86    -2.90
   51.37    -2.46
   51.87    -2.08
   52.38    -1.58
   52.88    -1.08
   53.39    -0.47
   53.89     0.22
   54.40     0.95
   54.90     1.76
   55.41     2.77
   55.97     3.91