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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