Resource loading for multi-level structure with non-typical floors
Hi Guys,
How do you usually do this.
We will build a 3 levels podium RC structure with 2 basement, so over all 5 levels. Each level has a different wall layout plan & floor framing plan, so there will be no levels with the same quantity of material resources. Contruction programme was made, just a typical construction programme, start from lowest level going to upper levels. And also, each level was divided into bays to determine concrete pouring sequence. It is like this: