$9\mathrm{.}6.$ A single$-$bay frame like that illustrated in Figure $9\mathrm{.}19$ carries a horizontal load of $5000lb$ acting to the right at the upper$-$left joint. A downward uniformly distributed loading of $200l\frac{b}{f}t$ is also present on the horizontal beam of the frame. Assume a horizontal span of $25ft,$ and a column height of $10ft.$ What axial forces, shears, and bending moments should the beams and columns be designed to carry? Use an approximate method of analysis.