Vhl

From self-weight qu|t = N^ x s^ x Yk x — = 500.7kPa

kPa qult

Design resistance is qRd --- 645.3 kPa

Verification of bearing resistance Utilization factor Design is unacceptable if utilization factor is > 100%

Design Approach 3

Actions and effects

Partial factors on structural actions, Set A1: yg = 1.35 and yq = 1.5 Design vertical action Vd = yg x (Wsk + ^Gk) + Yq x VQk = 1818.3 kN

Design bearing pressure q^d --- 484.9 kPa

Material properties and resistance

Design angle of shearing resistance is ^ = tan 1

( tan (^

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