I’m hoping for some help.
Trying to develop a formula whereby I’m able to determine the amount of deliveries (7.5m3 per del.) of CONC to site for the pouring of my slab and foundations.
Currently how I’m going about this is by first calculating the footings and on a separate line having a calculation for the slab. Refer Image 1. Calculations of each refer image 2 and 3.
I’ve attempted to combine or formulate a calculation but with absolutely no success. Does anyone have a formula they would like to share or from your experience is my initial approach the best way to go?
Thank you all in advance.
Softplan2014 - AUS.