The load has not been distributed correctly

[Anonymous]

Hello.

Can you help me please. I checked all the similar posts, but couldn't save the problem.

I checked if the one way spanning slabs are supported on 3 edges, I erased the empty load cases, I increased the tolerances of the calculation.

I erased the projected loads, to see if that is bothering the program, but no success. In the basement I noticed, he minds me defining a surface load across several panels. I am attaching the file with all the loads, no corrections, so you can tell me what I am doing wrong overall.

Please help me. I have used a lot of time to figure this out and am running out of ideas!

Best regards,

J

[Anonymous]

Hi,

go to  Load ---> load table , if you look at the list you can see some empty fields, it means no elements are carrying those loads. mostly wind loads and LL

[Anonymous]

Yes. But as I wrote, that doesn't solve my problems

[Rafal.Gaweda]

See this thread and check model:

http://forums.autodesk.com/t5/robot-structural-analysis/some-warning-in-calculation/td-p/5659155

[Rafal.Gaweda]

As far as I can see from results the loads are distributed correctly.
You may ignore this warninng

[Anonymous]

Thank you very much.

For the future - what kind of approach would you suggest?

- if I apply edge linear loads on lines, the possibility of making a mistake is the same as putting 2p linear loads on edges (the mistake can occur defining the lines)

- if I devide an edge, we end up with many points, which can be confusing (each load case needs different points)

- I like this approach the most: we create small beams/bars on edges (1mm x 1mm) and put bar loads - trapezoidal on it.

What would you say about this?