Hey guys,
We are trialling ram concept and keep encountering a problem. Im doing the most basic of slabs (say 2m square, 200 thick), supported on columns in each corner. Before I run the design I put in N20@300 top and bottom for reo, with the top bars cogged 90 degrees and the bottom bars straight.
Even with this huge overkill of reo it keeps adding program reinforcement to each face and when I check the detailed status it says 9.4.1 is governing, which in AS3600 is the min reinforcement requirements. Obviously in reality this is satisfied, so I am not sure what is going wrong? I have unchecked the "consider as post tensioned" box for all strips.
Cheers
We are trialling ram concept and keep encountering a problem. Im doing the most basic of slabs (say 2m square, 200 thick), supported on columns in each corner. Before I run the design I put in N20@300 top and bottom for reo, with the top bars cogged 90 degrees and the bottom bars straight.
Even with this huge overkill of reo it keeps adding program reinforcement to each face and when I check the detailed status it says 9.4.1 is governing, which in AS3600 is the min reinforcement requirements. Obviously in reality this is satisfied, so I am not sure what is going wrong? I have unchecked the "consider as post tensioned" box for all strips.
Cheers
