Ok

Punching resistance for a slab without shear reinforcement

^Rd1 = V<1-2 + 4°P,)C The equation produces similar values to the shear check performed above vRd1 = 0.34 x 1.195 x 1.2 x 405 = 197 > 184 N/mm

No shear reinforcement required

Check the stress at the perimeter of the column

405 x 1600

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