I want to ask an expert EGH$475$T$1\mathrm{.}212$

cont$/.$

$2$

OUESTION $5$

Refer to Figure $1,$ draw the bending moment and shear force diagram of the beam on Grid $2,$ usin the simplified method of analysis from Section $6\mathrm{.}10$ of AS$3600-2018.$ The columns size can b considered as $\backslash (400\backslash$mathrm$\{$~mm$\}\backslash$times $400\backslash$mathrm$\{$~mm$\}\backslash ).$