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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.
1 Answer
written 5.6 years ago by |
1) Reaction Calculation:
∑Fy=0+RA−(15×2.5)=0RA−37.5=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 } …