What are the consequences of having drainage pipes within a strip footing (pipe is parallel within the strip)?
Do pipes need to be wrapped (compressible filler) at all instances?
Hi all,
A query about reinforcement in crack width checks. In a scenario of a retaining wall where the main vertical bars are on the 'inside' and the horizontal on the 'outside', the tension reinforecment to be considered will have to be the vertical bars right? i.e. if applying the below...
