Shear check is performed at covering slab's base where there is the maximum shear and minimum compression: Vu max = 75*1.35*1.33= 134.6625 kN
= 0.391055557 Mpa
In the absence of punching reinforcement, the shear resistance is given by (Eurocode 2 point 6.4.4) : Ved is the punching stress b is the offset of the load b = 1 is taken in the case of a centered load with: = = =
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