From the given information, we have:
$V = 150 N$
$Q_{A} = 1.39 \times 10^{-6} m^3$
$Q_{B} = 9.09 \times 10^{-6} m^3$
Using the formula for shear flow, $q = \frac{VQ}{I}$, where $I$ is the moment of inertia, we can calculate the shear flow at point A:
$q_{A} =
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