Given:

$f_c^{\text{'}}=4,000$ psi

$E_c=3,605,000$ psi

$f_y=60,000$ psi

$E_s=29,000,000$ psi

$f_r=474$ psi

Modular ratio $=8$

$2.$ If the neutral axis is ${13}^{\text{'}\text{'}}$ inches from the top and the strain in the concrete is $\mathrm{.}0001$ in$/$in$,$ sketch the stress and strain distribution on the figure below. Also, find the compressive force and the strain in the steel.