Note: Ensure detailing provides necessary anchorage to A . See EC2 Figure

4.12 for definition of A ,.


It is also clear that VBM > V„. = 43.2 kN/m at the internal beam.

Rdi Sd

No shear reinforcement required Serviceability - deflection

Control by limiting span/effective depth ratio based on the shorter span for a two-way spanning slab.

Actual span/effective depth ratio =

0 0

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