Punching In the example calculation, a punching calculation will be made for a column with whose dimensions of 100x50 in the sample calculation for V10.19are 100x50. Other parameters in the account are listed as follows.flooring
Slab thickness : 27 cm
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Slab cover: 3 cm
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Material : C35/S420
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fctd = 1380.42 kN/m2 (Concrete design tensile strength)
The slab utility useful height, d , calculationis calculated;
d = (slab Slab thickness - slab spacers Slab cover ) = 27 - 3 = 24cm24 cm
Column dimensions
c1 = 100 cm c2 = 50 cm
The punch punching circumference (up) is calculated at a distance d/2 from the column surface and is shown in the image picture below. In this case, we can add distance d to the column dimensions the following operations are performed to find the edges of the punch perimeter (b1, b2) of the punching.
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In this case, the punching circumference (u p ), and the punching area (A z ) obtained by multiplying the punch perimeter by the slab useful height, d, is calculated as shown below.
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