h ef

Deformation factor for service class kdef = 0.8

2, kdef

Load sharing factor, ksys is not ksys = 1

relevant 6. Bending strength

Note 1: As explained in 2.2.24, the greatest value of design effect will be associated with the largest value of design action divided by the associated kmod for the characteristic combinations of load cases that can exist. The critical load case will be the combination of design loads (1)+(2)+(3)+(4) and only this case has been considered. Design bending moment, Md,

48 Design bending stress, am y.d,

0 0

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