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How do you enter the values for skin friction and pile tip resistance during member elastics when designing tapered piles in the program?

Answer

For the pile tip resistance, the bedding must be multiplied by the cross-sectional area (see Figure 1).

For skin friction, the bedding must be multiplied by the circumference of the cross section (see Figure 2).

Keywords

Member elastic foundation Bored pile Pile bedding Coat friction Pile tip resistance Foundation values Foundation Post

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RFEM Main Program
RFEM 5.xx

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Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements

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