10. Appendix 2: Form for calculating piles under transverse load
10.1 Sign conventions. General solution
The sign conventions are shown in figure 27 .
The soil, homogeneous and linear, is characterized by a reaction modulus E s . The pile, with Young's modulus E p , moment of inertia I p , has, in this soil, a transfer length :
...
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Appendix 2: Form for calculating piles under transverse load
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