Load Distribution on One-Way Floor Panel- Not producing the correct Results

[Anonymous]

Hi,

I have a one a way distribution of loads as shown below. The diagram the tributary loads are being correctly being shown. But however the reactions are not. I have area load of 5 Kpa and Beams spaced at 2.4m and are 23m in span. So the reactions for live loads on the middle bays should be 138kN and towards the end frames it should be 69kN. However it is showing as below. 

The panels are one way. But Floor Panels. 

If i do this as a cladding the distribution is happening correctly. But not with floor panels. I have to keep this floor panels as i would be required to do footfall analysis as well, Why is this so?

See the image