Info Qur

v4330j kN

No of tests considered is n = 5

Mean resistance is R

m,mean

4374 kN

Minimum resistance is Rmmin = min^Rm , Rm , Rm , Rm , R^j = 3882 kN

Design Approach 1

Actions and effects Ignore the self-weight of pile

Characteristic total action Fck = Fgk + FQk = 2200 kNĀ©
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