Determine the utlimate limit states bearing capacity for a strip footing 2.8 m in width buried to a depth of 3.6 m in a cohesive Clay Silt Till. The till has a total unit weight of 18.1 kN/m3, a saturated unit weight of 19.8 kN/m3 an internal angle of friction of 22 degrees and an effective cohesion of 7 kPa. The groundwater table rests above the footing elevation. Provide you answer in kPa as a whole number. Assume long-term condition and allow for effective cohesion