Please only do the check half of the problem, solve using Slope deflection method.

$13\mathrm{.}1-$ Use an approximate analysis $($assume the location of a point of inflection$)$ to estimate the moment in the beam at support B $($Figure P$13\mathrm{.}1).$ Draw the shear and moment curves for the beam. Check results using the slope deflection method. EI is constant $1)13\mathrm{.}1-$ Use an approximate analysis $($assume the location of a point of inflection$)$ to estimate the moment in the beam at support B $($Figure P$13\mathrm{.}1).$ Draw the shear and moment curves for the beam. Check results using the slope deflection method. EI is constant.