PUNCHING SHEAR PROVISIONS FOR REINFORCED AND PRESTRESSED CONCRETE FLAT SLABS

The validity of the CSA A23.3-94 code provisions for punching shear we re compared with the punching shear results of 142 reinforced concrete flat slabs, 16 prestressed concrete flat slabs with unbonded tendons, and 17 flat slabs with unbonded prestressed and supplementary bonded reinforcement. The code prediction equations are not capable of direct verification against experimental results without using a correction factor. Using a justifiable correction factor, the CSA A23.3-94 provis ions are appropriately conservative for reinforced concrete slabs but the scatter is large. However, it was concluded that the CSA A23.3-94 provisions are not conservative for prestressed concrete flat slabs. A n equation is proposed to calculate the punching shear capacity of rei nforced concrete and prestressed concrete slabs, which has a smaller c oefficient of variation than the punching shear provisions of CSA A23. 3-94, for symmetrically loaded interior columns. The critical section of the proposed method is the perimeter of the column, which is easier to justify than an arbitrary critical perimeter half the effective de pth of slab from the column.