The attached project is a model designed to answer some questions in my mind. On the K5-K6 beams on the ground floor, the columns on the ground floor were placed on an upper floor by enlarging their dimensions. The questions in my mind are: - Is there a load on the K5-K6 beams from the column? So how does the IDE model this? - When we look at the earthquake reports, B3 irregularity is not visible. To create the B3 irregularity, for example in this example, we need to place the top column on a completely different axis. But again, in this example, when we check the geometry, there is no problem in the reports, even though it gives incorrect column placement for the S1 and S3 columns. In summary, can we ignore the geometry check? - Does this attached model get approval from the relevant control engineers as an implementation project?