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Hi Rapt, Yes that is understandable! However I just need assistance with the interpretation of section 11. It just doesn't seem very clear to me is all.

I have reviewed the standard for concrete structures retaining liquids however it generally only supercedes 3600 in minimum reo and cover requirements I have taken the approach of a precast lid with a sort of 'lock and key' connection detail with the wall and hence assumed no transfer of moment...

Hi All, I am a 4th year civil engineering student and have a question regarding wall design. We have a project to design an underground water tank, approx 10m long, 5m wide, and 3.5m deep. The water table is near the ground surface and the lid of the tank will be required to support 7.5 kPa...