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Table 3 x and y values of Eq. (20).

From: Comparisons Between Pull-Out Behaviour of Various Hooked-End Fibres in Normal–High Strength Concretes

x 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
1 − x 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0
2 − x 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.0
Equation (16) 0.7826 0.7029 0.673 0.6509 0.6136 0.5482 0.450 0.3208 0.1673 0.0
y 4.14 2.693 2.14 1.719 1.294 0.8854 0.5455 0.2945 0.1201 0