Find the shear force at section x- which is just right to hinge support as shown in the figure. P is the load applied. The beam is prismatic and A is a cross-section area.

1
\(\frac{P}{A}\)
2
\(\frac{P}{{\sqrt 2 A}}\)
3
\(\frac{{\sqrt 2 P}}{A}\)
4
0

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