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. 2008 Nov 18;33(2):397–402. doi: 10.1007/s00264-008-0683-z

Table 1.

Hip load change

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F values, representing change in hip load relative to the hip load in the ideal COR (0x, 0y intersection in the grid). Hip load in the ideal COR is 3.21 G. For every grid point hip load could be calculated by adding (or subtracting) the calculated percentage to 3.21 G