Steel cantilever deflection limit

[eissenhover]

Hello everyone. Attached, I designed a stone skeleton for an entrance door (entrance jewellery). It will be covered with a composite coating and the texts, colors, etc., suitable for the architectural project. will be arranged. only the exposed middle part of the crescent form exceeds the deflection limit. I don't know how to move it with a system. I tried diagonal throwing but still couldn't solve it. Also, how can such a system be connected to the columns? a very curved model. I would appreciate it if you could point out the static deficiencies of the model and help with the deflection limit. Good work everyone again.

 

[nurgulkaya]

Hello there; In the 8.62 demo version of your system, the ductility level is normal and there is no deflection deficiency when you solve it with R=4. There is a lack of strength. The point you need to pay attention to here is that no element of freedom is entered, this situation is solved by the program system as a moment transferring frame. If you want to design the system in this way, you need to go to an upper section. If you are going to create a system that will work only on axial load, you need to select the beams and tick the M2 and M3 boxes in the properties - freedoms section. Good work.