01-24-2013, 03:15 PM
Dear ykhackhack
Thanks for reply to my quarry.
Reason was footings are designed for 300 kN/m², without investigation footings are casted. After investigation it is found that the actual SBC is 150 kN/m². Due to this eight number of footings required strengthening.
All footings are located inside the building.
Regards
Thanks for reply to my quarry.
Reason was footings are designed for 300 kN/m², without investigation footings are casted. After investigation it is found that the actual SBC is 150 kN/m². Due to this eight number of footings required strengthening.
All footings are located inside the building.
Regards