creat a flowchart for this

60 lb/in. 1200 lb 120 in. 240in. 360 in. For the steel beam shown above, the vertical displacement from the beam center line (i.e deflection) along the beam can be shown to be: 1 d = 3.190E9 (800 x3 - 13.68E6 x - 2.5 x4 +2.5(x - 120)* +600 (x - 240)) where both d and x are expressed in inches. The equation above uses discontinuity functions, allowing deflection due to multiple loadings to be written using a single equation. The definition of a discontinuity function is as follows: (x a) = {* - (x-a, if x 2 a if x