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Draw shear force and bending moment diagram for cantilever beam of 5 m span subjected to udl of 15 N/m up to mid span from fixity.
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1) Reaction Calculation:

Fy=0+RA(15×2.5)=0RA37.5=0RA=37.5kN

2) SF Calculation:

 SF at A=+37.5kNC=+37.5(15×2.5)=0kNB=0kN

3) BM Calculation

$\begin{aligned} \mathrm{BM} \text { at } …

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