What are the bending moments at ends A and B of uniform fixed beam AB as shown in figure when two concentrated loads act at L/3 spans?

1
\(\frac{2}{9}{\rm{wL}}\)
2
\(\frac{4}{9}{\rm{wL}}\)
3
\(\frac{6}{9}{\rm{wL}}\)
4
\(\frac{8}{9}{\rm{wL}}\)

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