Load distribution Problem on Singly Supported Slab

[tau_oragami]

Greetings,

I am trying to model a one way spanning deck slab. However the loading is not being distributed correctly in one direction. Instead the load distribution diagram is showing two way distribution. 

Any Suggestions. I looked at other posts, but nothing helped.

Regards.

[Artur.Kosakowski]

Hi @tau_oragami

Could you attach this model?

[tau_oragami]

See File attached.

[Rafacascudo]

On your calculation model you chose "simplified load distribution". You will get no results from the plate that way. Choose analytical

[Artur.Kosakowski · Accepted solution]

Hi @tau_oragami

You need to have some objects (e.g. fake beams along the supported edges) to distribute loads to:

but as @Rafacascudo already wrote it such load distribution method doesn't look like the right choice for a model as yours.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.