Column beam junction area

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I am getting column beam junction area error in my 2-storey villa project. I changed the column directions. I changed the beam dimensions. I increased the concrete strength. I was going from C25 to C30 but I couldn't reach a result. What are your recommendations?
 
Re: COLUMN BEAM JOINING ZONE The easiest solution is to solve the system semi-rigid without interfering with anything. Another solution is to cancel the final wall loads. I can't see it because it's not architectural, but I recommend making the cross section of the K18 beam 30/50.
 
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