Tnb

= 0.163 < 0.45 (zero redistribution) OK 2.5.3.4.2(5)

| Use T16 @ 150 mm crs. (1340 mm2/m) top at edge column

Place over width = 900 mm (see Figure 4.16) Note:

This approach gives more reinforcement than is necessary.

Figure 4.16 Edge column moment transfer

Check above moment against minimum value required for punching shear. 4.3.4.5.3

For moments about axis parallel to slab edge Table 4.9

= ± 0.125 per m l/sd = 156.4 kN Therefore m0. = ± 0.125 x 156.4 = ± 19.6 kNm/m

0 0

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