Hi Guys, I am just wondering how you guys deal with strip footing on boundary. The project I am working on now is a 3 storey building. Allowable bearing capacity is 100kPa for 100mm into silty clay and 250kPa for 600mm into silty clay.
As the external walls are adjoining to the boundary so there will be eccentricity for load apply on the strip footing and as a result, the end reaction will be over 250kPa due to this eccentricity. I am wondering how you guys deal with this? Thank you.
As the external walls are adjoining to the boundary so there will be eccentricity for load apply on the strip footing and as a result, the end reaction will be over 250kPa due to this eccentricity. I am wondering how you guys deal with this? Thank you.