Hi,
I have designed a Coil Storage Warehouse which is adjacent Coil Factory Warehouse... The location of the footings of the Coil Storage Warehouse is directly aligned on the existing Coil Factory Warehouse... After we have excavated the soil to the required level (1.70m depth) for the new isolated footings, we discovered that our new isolated footings will be completely on the top of the existing isolated footing. The Column to Column span of the Existing Coil Factory Warehouse is 50.00m so it has big footing size whereas the column to column span of our new coil storage warehouse is 17.00m only so the footing dimension is 1.70x2.00m only. Anyone could please suggest me for the practical engineering solution for this??
I have designed a Coil Storage Warehouse which is adjacent Coil Factory Warehouse... The location of the footings of the Coil Storage Warehouse is directly aligned on the existing Coil Factory Warehouse... After we have excavated the soil to the required level (1.70m depth) for the new isolated footings, we discovered that our new isolated footings will be completely on the top of the existing isolated footing. The Column to Column span of the Existing Coil Factory Warehouse is 50.00m so it has big footing size whereas the column to column span of our new coil storage warehouse is 17.00m only so the footing dimension is 1.70x2.00m only. Anyone could please suggest me for the practical engineering solution for this??