Young’s Modulus

E (GPa)

Poisson’s ratio

v (-)

Cross-sectional area

A (cm²)

Geometrical moment of inertia

I (cm⁴)

Outer wall SMW

200

0.34

187.2

114,000

Inner wall Sheet pile

200

0.30

267.6

63,000

1^st, 2^nd, 3^rd Strut

200

0.20

34.9

5,767

4^th, 5^th, 8^th and 9^th Strut

200

0.20

51.6

11,667

6^th, 7^th and 10^th Strut

200

0.20

65.9

19,667