Mn

Implicit verification of serviceability (based on ULS check) Geometrical parameters

Design depth of water table dwd = dw = 1m © Actions and effects

From previous calculation, characteristic actions are: imposed permanent = 250kN/m imposed variable action Vqk = 110kN/m self-weight of footing Wgk = 93.8 kN/m

Characteristic pore pressure under base ukb = Yw x (d - dwd) = 4.9 kPa©

Partial load factors for SLS: yg = 1 , YG fav = 1 , and yq = 1 © Design vertical action: Vd = yg x (Wgk + ^Gk) + Yqx VQk = 453.8 kN/m

Design bearing pressure (total stress): q^d =-= 181.5 kPa

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