Figure 5.10 Reduced section for check in y direction
Figure 5.10 Reduced section for check in y direction e = 16 mm oy eay = eaz = 20 mm e2y = e2z = 83.7K2mm
2000 x 103
240 x 400 x 30
Using the same design chart as before, iterate to obtain K and hence
s yk ck
This is less than required for z direction bending OK
An appropriate arrangement of reinforcement is shown in Figure 5.11.
Figure 5.11 Arrangement of reinforcement
Was this article helpful?