Hello friends, can we design and calculate in the İdecad program as reinforced concrete, including the ground floor slab, and steel, including the 1st floor slab? While designing such a structure, it is necessary to define inputs such as R and D coefficients, diaphragm type, ductility level. My most important question is can we solve the floors separately? In other words, if we make the calculation of the upper floor separately and define the shear, normal and moment forces we find from there as the load to the column to which it is attached, can we then calculate the reinforced concrete floor separately according to these loads? How true is this from a static standpoint.