For the double-cantilever beam shown below, it is required to: a) draw the bending moment and shear force diagrams for the given unfactored dead (DL) and live loads (LL) (i.e., without factoring) b)...

Extracted text: For the double-cantilever beam shown below, it is required to: a) draw the bending moment and shear force diagrams for the given unfactored dead (DL) and live loads (LL) (i.e., without factoring) b) using the relevant load combinations (and factors) in the NBC-2015, draw the envelope (Max. - Max.) of the factored bending moment and factored shear force diagrams along the beam length. Note: All loads indicated below are unfactored loads. POL = 6 kN PLL = 14 kN POL = 6 kN Pu = 14 kN WOL = 14 kN/m WL = 20 kN/m WOL = 14 kN/m WLL = 20 kN/m WOL = 10 kN/m Wu = 15 kN/m 2,50 m 6,50 m 2,50 m