MustafaAkın20
New Member
Hello, we have designed an external staircase to the 2nd floor in a 2-storey project. I defined the upper support as a single side beam-flooring, and the lower support as a fixed support. Other edges are blank. When I make a definition in this way, the relative floor drift increases significantly, including the building stiffness center. A case with the definition of the stair lower support. I define an external continuous foundation under the stairs with a height of +47.5. The center of rigidity approaches the middle and the relative floor drift returns to normal, but when I look at the Z-direction deformation, the ladder does not seem to be supported on the foundation. What solution should I implement? I couldn't figure out the logic of defining the bottom brace of the ladder. Good work.