Beam Deflection

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Length

Load

Young's Modulus (GPa)

Moment of Inertia (mm⁴)

Max Deflection

14.06 mm

Max Bending Moment

3750 N·m

Status

FAIL ✗

Limit: L/360 = 8.33 mm

Deflection at any point (50% of span)

14.06 mm at position 1.50 m