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Draw shear force and bending moment for simply supported beam

Figure is shown below

enter image description here

1 Answer
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Reaction Calculation:

MA=0RB×5.5=(2×2)×1+1.5×2+30RB=6.72kNΣFy=0RAA+RB=(2×2)+1.5RA=1.22kN

2) SF Calculation:

$$ \begin{array}{l}{\text { SF at } A=-1.22 \mathrm{kN}} \\ {\mathrm{C}_{\mathrm{L}}=-1.22-(2 \times 2)=-5.22 …

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