Fill in the fields with the details obtained from the site manage and structural designer.
Concrete load of slab 0 tranferred to and supported by slab 1 below slab 0. Load capacity of slab 1 is activated through deflection. Slab 1 must have the possibility to freely bend. This is why all auxiliary props must be lowered temporarily and then restressed. This calulaction only gives a rough idea for standard situations. Any special situation requires a more detailed calculation. This rough calculation is non-binding, all claims are excluded.