A cantilever beam with a vertical point load P acting at L/3 and another vertical point load P acting at 2L/3. The yield

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A cantilever beam with a vertical point load P acting at L/3 and another vertical point load P acting at 2L/3. The yield

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A cantilever beam with a vertical point load P acting at L/3 and another vertical point load P acting at 2L/3. The yield stress (fy) is 285MPa, depth is 173mm, and L/d = 9.5. What value of P (in kN) will make the beam yield due to bending?
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