# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 220
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 12.83
# Trailing edge coordinates (mm): x= 66.40  y= -9.07
#
#  x(mm)    y(mm)
   10.80     2.53
   11.12     2.56
   11.63     2.68
   12.13     2.81
   12.63     2.93
   13.14     3.06
   13.64     3.19
   14.15     3.31
   14.65     3.44
   15.16     3.54
   15.66     3.66
   16.17     3.79
   16.67     3.88
   17.18     4.00
   17.68     4.10
   18.19     4.17
   18.69     4.29
   19.19     4.38
   19.70     4.45
   20.20     4.55
   20.71     4.58
   21.21     4.67
   21.72     4.73
   22.22     4.80
   22.73     4.92
   23.23     4.98
   23.74     5.05
   24.24     5.14
   24.75     5.18
   25.25     5.27
   25.76     5.30
   26.26     5.36
   26.77     5.43
   27.27     5.46
   27.77     5.55
   28.28     5.55
   28.78     5.55
   29.29     5.64
   29.79     5.68
   30.30     5.68
   30.80     5.68
   31.31     5.74
   31.81     5.81
   32.32     5.81
   32.82     5.81
   33.33     5.81
   33.83     5.81
   34.34     5.81
   34.84     5.74
   35.34     5.68
   35.85     5.68
   36.35     5.68
   36.86     5.64
   37.36     5.55
   37.87     5.55
   38.37     5.49
   38.88     5.43
   39.38     5.30
   39.89     5.24
   40.39     5.18
   40.90     5.05
   41.40     4.95
   41.91     4.83
   42.41     4.70
   42.92     4.58
   43.42     4.38
   43.93     4.26
   44.43     4.10
   44.93     3.94
   45.44     3.79
   45.94     3.63
   46.45     3.47
   46.95     3.25
   47.46     3.09
   47.96     2.87
   48.47     2.65
   48.97     2.40
   49.48     2.18
   49.98     1.96
   50.49     1.70
   50.99     1.45
   51.50     1.20
   52.00     0.91
   52.50     0.63
   53.01     0.35
   53.52     0.03
   54.02    -0.25
   54.52    -0.57
   55.03    -0.88
   55.53    -1.23
   56.04    -1.61
   56.54    -1.93
   57.05    -2.27
   57.55    -2.65
   58.06    -3.03
   58.25    -3.15