A single curtain also does not provide shear safety error

hi, i changed the tooth spacings, let the columns be connected with beams even if they are diagonally, they don't make teeth anyway, very little of the beam connection area on the side axis, I made deep beams there, the coating load is 0.35, the live load is 0.2, ideal values for houses... 0.35 of the loads including the walls...you can reduce the wall loads on the beams when you do them I hope there will be no problem
 
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