Hello,
My moment values from RAM Concrete Analysis make sense to me but I'm having very large moments for some columns in RAM Concrete Column. For example, one of them has a minor axis moment of 3500 kip-ft. I was having a similar issue earlier but because of a large k factor so I checked "Pin Base of Gravity Columns at Foundation" and "Pin Top of Concrete Gravity Columns". Also, as I increase the amount of rebar, the Ld/Cp ratio keeps on increasing. How do I fix this?