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7T20 (EW) are sufficient for flexural design. Additional checks for punching and crack control require 9T20 (EW) - refer to Sections 7.1.1.7 and 7.1.1.8.

Minimum shear reinforcement may be omitted in slabs having adequate 4.3.2.1P(2)

provision for the transverse distribution of loads. Treating the pad as a slab, therefore, no shear reinforcement is required if VSd < l/Rd1. 4.3.2.2(2)

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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