More general feature questions than an issue encountered:
1) Would it be possible for ram elements foundation module to account for a shared pier where two columns are in close proximity to each other (such as where a PEMB portal frame is next to a main building column)?
2) Would it be possible for ram elements foundation module to allow the user to set their reinforcement ratio? There are many situations in which the required pier size is much larger than the applied load and the allowance for 0.5Ag provided in ACI 318-14 10.3.1.2 would like to be utilized.
Thank you,