Formula:
Cantilever Beam Formulas
For a Point Load (P) at the Free End:
- Maximum Deflection (ฮด) = (P × L3) / (3 × E × I)
- Maximum Bending Moment (M) = P × L
For a Uniformly Distributed Load (w) along the entire length:
- Maximum Deflection (ฮด) = (w × L4) / (8 × E × I)
- Maximum Bending Moment (M) = (w × L2) / 2
Where:
- P = Point Load (N or lbs)
- w = Uniformly Distributed Load (N/m or lbs/ft)
- L = Beam Length (m or ft)
- E = Modulus of Elasticity (Pa or psi)
- I = Area Moment of Inertia (m4 or in4)
- ฮด = Maximum Deflection (m or ft)
- M = Maximum Bending Moment (N·m or ft·lbs)