Info

vR4 y

v1-3 y

V1-45 y

Design resistance is Rcd =

Ys Yb

Verification of compression resistance v691 y kN

Degree of utilization Ag^o 1 --

Design is unacceptable if degree of utilization is > 100%

Design Approach 2

Actions and effects

Partial factors from set A1: yg = 1-35 and yq = 1.5 ©

YG x(FGk + WGk)+ YQ * FQk Design total action per pile is Fcd --—-- 664 kN

Design resistance

Characteristic shaft and base resistances are unchanged from DA1 Partial factors from set R2: ys = 1-1 and Yb = 1-1 ©

Rsk Rbk

Design resistance is Rcd =-+-= 838 kN

ys yb

Degree of utilization

0 0

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