I have a transfer condition where I have a cantilever beam with a back span to another column. When I look at the shear in the column from dead load only in Concrete Analysis, it gives me 410k but when I look at the Concrete Column design module it says…

As shown in the image above, a project we have has steel beams connected to concrete columns. Based on geometry alone there should be a moment applied to the column during design in the Concrete module. Added to this, the red beam on the left has a gravity…

Hi, In the RAM Concrete column design module, there is an issue with the shear force calculation for a SMF column. When the initial design is run by selecting a column with the "view/update" command, a design shear force is calculated. Then if the column…