Info

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

4.12 for definition of A ,.

Therefore

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

Rdi Sd

No shear reinforcement required

4.1.2.2.7 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

Post a comment