Calculate maximum deflection of cantilever beams. UDL (q): δ_max = qL⁴/(8EI) at free tip. Point load (P) at tip: δ_max = PL³/(3EI). Slope at tip: θ = PL²/(2EI).
2D stress state at a point. All stresses in MPa.
Enter the values for the patient or scenario you are assessing. Calculate maximum deflection of cantilever beams. UDL (q): δ_max = qL⁴/(8EI) at free tip. Point load (P) at tip: δ_max = PL³/(3EI). Slope at tip: θ = PL²/(2EI). Use the cantilever deflection result to inform your clinical assessment.