ECIV $201$ CE$-05$: Draw the flowchart to the right of the following codes:

import numpy as np

import matplotlib.pyplot as pltdef calculate$\_$shear$\_$and$\_$bending$()$:L $=$ float$($input$("$Enter the length of the beam in meters:

w $=$ float$($input$("$Enter the uniformly distributed load inx $=$ np$.$linspace$(0,$ L$,1000)$M $=$ w$*$x$**($L $-$ x$)/2$plt$.$figure$($figsize$=(10,5))$

plt$.$subplot$(2,1,1)$

plt$.$plot$($x$,$ v$,$ label$=$'Shear Force $($V$)\text{'})$

plt$.$axhline$(0,$ color$=$'black', linewidth$=0\mathrm{.}5)$

plt$.$axvline$(0,$ color$=$'black', linewidth$=0\mathrm{.}5)$

plt$.$xlabel$(\text{'}$Position along the beam $($m$)\text{'})$

plt$.$ylabel$(\text{'}$Shear Force $($kN$)\text{'})$

plt$.$title$(\text{'}$Shear Force Diagram'$)$

plt$.$legend$()$

plt$.$grid$($True$)$plt$.$subplot$(2,1,2)$

plt$.$plot$($x$,$ M$,$ label$=$'Bending Moment $($M$)\text{'},$ color$=$'orange'

plt$.$axhline$(0,$ color$=$'black', linewidth$=0\mathrm{.}5)$

plt$.$axvline$(0,$ color$=$'black', linewidth$=0\mathrm{.}5)$

plt$.$xlabel $(\text{'}$Position along the beam $($m$)\text{'})$

plt$.$ylabel$(\text{'}$Bending Moment $($ kN$$m$)\text{'})$

plt$.$title$(\text{'}$Bending Moment Diagram'$)$

plt$.$legend$()$

plt$.$grid$($True$)$

plt$.$tight$\_$layout$()$

plt$.$show$()$

# Call the function to execute the calculations and plotting

calculate$\_$shear$\_$and$\_$bending$()$