δ = F·L³ / (48·E·I)
Largest bending deflection (at mid-span or the free end).
Also computed
σ = M·c/I with M = F·L/4 and c = d/2.
σ = M·c/I at the outer fibre. Compare with the allowable stress.
I = π·d⁴/64 for a round solid section.
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