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