Edmund Ayuk Bawak Egbe

Hello there is a great deal, with a complex control on my project site, involving the verification of the reinforcement of a pad to carry steel. I have tried using BAEL Principles for Measuring Jumps I am stock. Can anyone enlightened me more. I have the following as my giving; FC28 = 25Mpa Fe = 500 Max bearing capacity of soil = 4.5Mpa Assumed jogging Area = 0.9m * 0.9m Depth = 65.5cm Grouth layer = 40mm Concrete cover = 40mm The project is at a seaport. I am open for any question that will he'll me resolve this.Thanks