Hello there; When the ladder is solved independently of the structure, how are the support conditions determined? In double-armed ladders, when the landing width is prevented from rotation and translation, and the ladder edges are not prevented, it gives correct results. Also, static analysis drawing etc. in the program. how do we save all settings? so how do we use the same settings when starting the next project? Also, I would have another question, What solutions can there be other than regulating the column dimensions for the Column Joint shear safety (B) warning? I would appreciate it if those who are in the know answer, thank you..