The frame $($roller at A and Pin at D $)$ shown in the figure below is subject to the following specified loads:

$\backslash (20\backslash$mathrm$\{$kN$\}/\backslash$mathrm$\{$m$\}\backslash )$ vertical dead load on beam BC

$\backslash (25\backslash$mathrm$\{$kN$\}/\backslash$mathrm$\{$m$\}\backslash )$ vertical live load due to use and occupancy on beam BC

$\backslash (55\backslash$mathbf$\{$k N$\}\backslash )$ horizontal Earthquake load at joint C$.$ This may act in either direction

$\backslash (7\backslash$mathrm$\{$kN$\}/\backslash$mathrm$\{$m$\}\backslash )$ horizontal triangular load distribution due to wind load acting on column AB $.$ This may act in either direction

Determine the factored shear and bending moment at joint $\backslash ($ C $\backslash )$ to use for design. Use the NBCC to solve this question.