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Limits of moment redistribution
Allowed ratio of redistributed to elastic moment and the neutral axis limit it implies. Reference: EN 1992-1-1 5.5.
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# Inputs
f_ck := 30 MPa
delta := 0.85
k_1 := 0.44
k_2 := 1.25
k_5 := 0.7
# Limit
delta >= k_5 =
xi_max := (delta - k_1)/k_2 =
# With this redistribution, x_u/d must not exceed xi_max (for f_ck up to 50 MPa).
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More Eurocode 2 sheets on beams
- Singly reinforced rectangular beam
- Doubly reinforced rectangular beam
- Flanged beam with the neutral axis in the flange
- Effective flange width of T-beams
- Effective span of beams and slabs
- Simply supported beam: bending and shear