(per m)

Slab Bending Moment
Figure 4.24 — Bending moments mSdx and mSdy in slab-column joints subjected to eccentric loading, and effective width for resisting these moments
Column Design Charts Mpa
Figure 4.25 — Detailing of reinforcement over edge and corner columns

4.3.5 Ultimate limit states induced by structural deformation (buckling) Notation (See also 1.6 and 1.7)


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