How to create structural stiffness calculation
Hi
I have a structure I would need to be able to support about 1.000 (one thousand) Kg without it flexing, or at the most very insignificantly (1mm).
The weight will be distributed, but I figure if it can hold at the concentrated point it'll then be just fine.
I tried a simulation, though not sure if I did it right, and I think the results are fine, but not being an engineer, I don't know how to iterpret the results.
The material of structure is carbon fiber, and thickness of tubes 2mm with a diameter of 90mm.
Could you please help me undertsand the results, also based on your experience would you say a 60mm or 70mm tubes would deliver same results, obviously not the exact same figures, but in terms of my flexin expectations.
I attach both the structure, if you'd like to run the simulation yourself, and result of my simulation.