The most unfavourable bending moments are equal to:
Two-way in x: Μ_{x}=11.9 (8.0), M_{x,erm}=-22.8 (-19.9) [kNm]
Cantilever in x: small moments
Two-way in y: Μ_{y}=6.0 (4.9), M_{y,erm,1}=-20.5 (-17.4) and M_{y,erm,2}=-31.6 (-30.6) [kNm]
Cantilever in y: extended M_{y,erm }=-31.6 (-30.6), peak -45.8 (-41.3) [kNm]
The differences between the unfavourable bending moments and the bending moments due to global loading, range from 15 to 50%
.