# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 210
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 10.33
# Trailing edge coordinates (mm): x= 66.10  y= -11.01
#
#  x(mm)    y(mm)
   10.80     2.02
   11.12     2.05
   11.63     2.18
   12.13     2.30
   12.63     2.43
   13.14     2.56
   13.64     2.65
   14.15     2.74
   14.65     2.84
   15.16     2.90
   15.66     3.03
   16.17     3.09
   16.67     3.19
   17.18     3.28
   17.68     3.37
   18.19     3.44
   18.69     3.54
   19.19     3.63
   19.70     3.69
   20.20     3.79
   20.71     3.88
   21.21     3.91
   21.72     4.00
   22.22     4.04
   22.73     4.13
   23.23     4.17
   23.74     4.29
   24.24     4.29
   24.75     4.38
   25.25     4.42
   25.76     4.45
   26.26     4.55
   26.77     4.55
   27.27     4.55
   27.77     4.55
   28.28     4.55
   28.78     4.64
   29.29     4.67
   29.79     4.67
   30.30     4.67
   30.80     4.67
   31.31     4.67
   31.81     4.67
   32.32     4.67
   32.82     4.67
   33.33     4.67
   33.83     4.67
   34.34     4.67
   34.84     4.67
   35.34     4.67
   35.85     4.61
   36.35     4.55
   36.86     4.55
   37.36     4.45
   37.87     4.42
   38.37     4.38
   38.88     4.29
   39.38     4.23
   39.89     4.10
   40.39     4.00
   40.90     3.91
   41.40     3.79
   41.91     3.69
   42.41     3.57
   42.92     3.44
   43.42     3.31
   43.93     3.19
   44.43     2.99
   44.93     2.84
   45.44     2.65
   45.94     2.46
   46.45     2.30
   46.95     2.08
   47.46     1.93
   47.96     1.70
   48.47     1.45
   48.97     1.20
   49.48     0.95
   49.98     0.69
   50.49     0.38
   50.99     0.13
   51.50    -0.13
   52.00    -0.41
   52.50    -0.76
   53.01    -1.07
   53.52    -1.39
   54.02    -1.74
   54.52    -2.05
   55.03    -2.40
   55.53    -2.78
   56.04    -3.19
   56.54    -3.57
   57.05    -3.97
   57.55    -4.35
   58.12    -4.79