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Draw shear force and bending moment for simply supported beam
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written 5.6 years ago by |
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 …