Thanks a bunch, you saved my day, please kindly allow me to ask one more thing, its really disturbed me for long and youre my savious, Hello people I have modelled a building with retaining walls joined along the column and beams, , the retaining walls are just up to the ground floor, upon isolating a section of the grid having the retaining walls and the columns and beams, i can see the axial load FX shows that it increases from top of column till where the column meets the retaining wall, then the column below shows low axial force than one above it, will this give me an accurate result if i do footing for the column bases, because robot will take the lower value of the axial load in the column, I have attached a view of the axial loads presentation, is it okay that way or there's a way I'm to model such parts so that i get the real expected axial load value at the bottom column, thanks in advance