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Figure 4.5 Detail at edge beam 4.1.2.2.11 Secondary transverse reinforcement - top

Principal reinforcement, T10 @ 250 mm crs., A = 314 mm2/m Secondary reinforcement, /A = 0.2 x 314 = 63 mm2/m Maximum spacing = 500 mm

4.1.2.2.12 Corner reinforcement

Use the detailing guidance given in BS 8110.

4.1.2.2.13 Anchorage of bottom reinforcement at intermediate supports

Retain not less than a quarter of mid-span reinforcement at support and provide not less than 10<£ anchorage.

Provide continuity bars lapped with bottom reinforcement as shown in Figure 4.6.

Using alternately staggered bars with continuity for 50% of the mid-span reinforcement.

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