Question: Three continuous foundations are shown in Figure P6.15. For each of them, what values would you use for their eccentricity and inclination in the bearing

Three continuous foundations are shown in Figure P6.15. For each of them, what values would you use for their eccentricity and inclination in the bearing capacity calculations?

Figure P6.15.

|500 kN/m 600 kN/m 50 kN-m/m 500 mm GL 300 mm 30 mm 500 mm 2000 mm 1500 mm (a) (b) 600 kN/m 80 kN-m/m 50 kN/m 0.5 m GL 0.5 m 1.0 m 0.5 m 1.0 m (c)

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