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Degree of utilization Design is unacceptable if the degree of utilization is > 100%

Resistance if SLS checked by static pile load tests on 1% working piles

Partial factors from Sets

vR4 j

Total design shaft resistance is Rsd =

Ys v383.7j kN

Design base resistance is Rbd =

Yb v616.9 j kN

v1001 j kN

Verification of compressive resistance

Degree of utilization

Design is unacceptable if the degree of utilization is > 100%

Degree of utilization

Design is unacceptable if the degree of utilization is > 100%

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