7T20 (EW) are sufficient for flexural design. Additional checks for punching and crack control require 9T20 (EW) - refer to Sections and

Minimum shear reinforcement may be omitted in slabs having adequate

provision for the transverse distribution of loads. Treating the pad as a slab, therefore, no shear reinforcement is required if VSd < l/Rd1.

Shear force at critical section, distance d from face of column 1570 / 2.5 0.4

Shear resistance, l/R , with zero axial load

To calculate As/, area of tension reinforcement extending d + / beyond critical section, determine

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