Info

Use forces consistent with the analysis moments. In the 6 m direction:

At internal beam, VM = 0.47 x 15.33 x 6 = 43.2 kN/m At edge, V . = 0.31 x 15.33 x 6 = 28.5 kN/m

In the 7.2 m direction:

1 int

At edge, V

Table 4.8

Assume > 50% of the bottom reinforcement curtailed at edge support.

0 0

Post a comment