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Therefore

< 0.0015 btd (minimum flexural steel) OK

Table 4.11 Table 4.12

4.2.1.1.9 Detailing

Consider combined requirements for flexure/shear and for punching for top steel over supports.

Column B/2

For flexure/shear bars should extend for a distance d + lbm < 2d beyond the point at which they are no longer needed (a/ = d = shift in moment diagram).

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