Summary

Bending

Stem

Y$12$ dia.bars $10$ pCs @ $200\frac{c}{c}565\mathrm{.}487m\frac{m^2}{m}$

Heel

Y$12$ dia.bars $10$ pCs @ $200\frac{c}{c}565\mathrm{.}487m\frac{m^2}{m}$

Shear

Stem

Y$12$ dia.bars $5$ pCs @ $200clc565\mathrm{.}487m{m}^{2}Lm$

Heel

Y$10$ diabars$4$pCs@$200$ c$/$c $452\mathrm{.}389m{m}^{2}lm$

Question

Make sketch of above calculated reinforcement distribution in the above show wall.