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5001 5000 j 2000

Figure 11.7 Arrangement of reinforcement

Figure 11.7 Arrangement of reinforcement

Hanger bar given a full tension anchorage length above ha

-Full tension lap

Hanger bar anchored as a link around main bars

Figure 11.8 Detail at bottom of wall Using the standard method in EC2

Therefore

Eqn 4.18 Table 4.8

f = 0.3 (1.2 + 40 x 0.0015)300 x 9770 x 10~3 = 1108 kN

> l/Rd1, therefore shear reinforcement needed

cd wd cd Rd1

Eqn 4.22

Therefore wd

ywd with = 400 N/mm2

Eqn 4.23

Where the load is not acting at the top of a beam, suspension reinforcement 4.3.2.4.1P(3) should be provided to transfer the load to the top.

The bottom load identified previously = 393.6 kN/m

Area of hanger steel needed with f^ = 400 N/mm2

Use T16 &

V 150 mm crs. (EF) when hangers are needed

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