# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 185
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 1.84
# Trailing edge coordinates (mm): x= 59.92  y= 15.42
#
#  x(mm)    y(mm)
   11.18     0.37
   11.50     0.37
   12.00     0.37
   12.51     0.37
   13.01     0.37
   13.52     0.37
   14.02     0.31
   14.53     0.25
   15.03     0.12
   15.54     0.06
   16.04    -0.07
   16.55    -0.19
   17.05    -0.32
   17.56    -0.47
   18.06    -0.67
   18.56    -0.82
   19.07    -0.98
   19.57    -1.17
   20.08    -1.33
   20.58    -1.48
   21.09    -1.71
   21.59    -1.93
   22.10    -2.11
   22.60    -2.31
   23.11    -2.43
   23.61    -2.59
   24.12    -2.75
   24.62    -2.87
   25.13    -3.03
   25.63    -3.19
   26.14    -3.32
   26.64    -3.44
   27.14    -3.57
   27.65    -3.69
   28.15    -3.79
   28.66    -3.88
   29.16    -3.95
   29.67    -4.04
   30.17    -4.13
   30.68    -4.20
   31.18    -4.30
   31.69    -4.30
   32.19    -4.42
   32.69    -4.51
   33.20    -4.55
   33.70    -4.64
   34.21    -4.67
   34.72    -4.67
   35.22    -4.67
   35.72    -4.67
   36.23    -4.67
   36.73    -4.67
   37.24    -4.67
   37.74    -4.67
   38.25    -4.67
   38.75    -4.61
   39.26    -4.55
   39.76    -4.55
   40.27    -4.55
   40.77    -4.45
   41.27    -4.42
   41.78    -4.39
   42.28    -4.30
   42.79    -4.23
   43.30    -4.17
   43.80    -4.04
   44.30    -3.95
   44.81    -3.85
   45.31    -3.72
   45.82    -3.60
   46.32    -3.44
   46.83    -3.32
   47.33    -3.12
   47.84    -2.97
   48.34    -2.81
   48.85    -2.59
   49.35    -2.34
   49.85    -2.08
   50.36    -1.77
   50.86    -1.45
   51.37    -1.14
   51.87    -0.70
   52.38    -0.32
   52.88     0.19
   53.39     0.76
   53.89     1.32
   54.40     1.99
   54.90     2.65
   55.41     3.53
   55.91     4.57
   56.48     6.05