1-way slab not working

[aecc_danda_2]

It seems as though the 1-way slab is not transferring the loads onto the central beam correctly, as the bending moment results are not correct. May someone please help me resolve this issue in the structural model?  

I am getting the following error: 

"The load has not been distributed correctly - There are no objects or elements carrying the load overlap"

Whilst simply using the default 1-way panel

Thank you.

[Krzysztof_Wasik]

Hi
Share zimpped model version for verification

[aecc_danda_2]

Thank you very much. Please find the model attached.
Please also send a response to thomas@danda.com.mt
Thomas

[aecc_danda_2]

Zip attached

[Krzysztof_Wasik]

Hi @aecc_danda_2 

Loads distribution problem is caused by beams not perpendicular/parallel to load distribution direction

Error with load distribution is caused by loads not applied to objects in Wind load case. They should be deleted.

I would recommend 

define Deck slab two way calculation model and apply it to slabs.

Ignore beams  288 299 300 308 309  while load transfer from slab

Load distribution should be better after modifications.

Refer to modified model.

[Simau]

@Krzysztof_Wasik @aecc_danda_2 

No such problem with Robot 2023
No warning message

[Krzysztof_Wasik]

HI @Simau 

Warning message regards forces not applied to objects in case 6. In fact it is not incorrectly distributed load (warning is not necessary) . Forces from case 6 results in zero loads and zero results are presented for case 6. Results for case 6 are correct. No warning is needed (so it was removed).