# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 10
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -4.20
# Trailing edge coordinates (mm): x= 66.27  y= 14.40
#
#  x(mm)    y(mm)
   11.18    -0.75
   11.50    -0.75
   12.00    -0.75
   12.51    -0.85
   13.01    -0.88
   13.52    -0.88
   14.02    -0.98
   14.53    -1.01
   15.03    -1.04
   15.54    -1.13
   16.04    -1.13
   16.55    -1.20
   17.05    -1.26
   17.56    -1.26
   18.06    -1.26
   18.56    -1.39
   19.07    -1.39
   19.57    -1.39
   20.08    -1.39
   20.58    -1.39
   21.09    -1.39
   21.59    -1.45
   22.10    -1.51
   22.60    -1.51
   23.11    -1.51
   23.61    -1.51
   24.12    -1.51
   24.62    -1.51
   25.13    -1.51
   25.63    -1.51
   26.14    -1.51
   26.64    -1.51
   27.14    -1.51
   27.65    -1.51
   28.15    -1.51
   28.66    -1.51
   29.16    -1.51
   29.67    -1.51
   30.17    -1.51
   30.68    -1.51
   31.18    -1.51
   31.69    -1.51
   32.19    -1.51
   32.69    -1.51
   33.20    -1.51
   33.70    -1.51
   34.21    -1.51
   34.72    -1.45
   35.22    -1.39
   35.72    -1.39
   36.23    -1.33
   36.73    -1.26
   37.24    -1.23
   37.74    -1.13
   38.25    -1.04
   38.75    -1.01
   39.26    -0.88
   39.76    -0.82
   40.27    -0.75
   40.77    -0.63
   41.27    -0.54
   41.78    -0.44
   42.28    -0.35
   42.79    -0.22
   43.30    -0.09
   43.80     0.06
   44.30     0.19
   44.81     0.35
   45.31     0.47
   45.82     0.66
   46.32     0.82
   46.83     0.98
   47.33     1.17
   47.84     1.35
   48.34     1.58
   48.85     1.80
   49.35     2.02
   49.85     2.21
   50.36     2.46
   50.86     2.71
   51.37     2.96
   51.87     3.25
   52.38     3.53
   52.88     3.81
   53.39     4.13
   53.89     4.42
   54.40     4.76
   54.90     5.05
   55.41     5.39
   55.91     5.74
   56.42     6.09
   56.92     6.46
   57.43     6.88
   57.93     7.25
   58.43     7.66
   58.75     7.95