q_max = (2,550 / 36) + (4,500 / 36) q_max = 70.8 + 125 = ≈ 196 kPa.

Eccentricity e = M_eff / V = 3,416 / 1,600 =

(Note: In some codes, the allowable stress is compared directly to unfactored loads. In Eurocode, we compare $q_max$ to the Design Bearing Resistance $R_d$, which is usually $q_all \times$ safety factors. Since our calculated pressure is significantly lower than the allowable, this design is safe.)