A cantilever of length L is fixed at the left end (A) and carries a uniform load w over its full length.
Formulas
Reactions
Fixed-end reactions
Shear
Shear
Bending moment
Moment
Maximum moment
Deflection
Deflection
Maximum deflection
Slope at the free end
- x is measured from the fixed support. Shear and moment are both largest at the wall.
Calculator
Loads act downward as drawn. Steel: E = 200 GPa. I in millions of mm⁴ (100 means 100 × 10⁶ mm⁴).
Reactions
- RA = 15 kN
- MA = -22.5 kN·m
Forces: + up. Moments: − hogging.
Maximum values
- |V|max = 15 kN at x = 0 m
- Mmax = -22.5 kN·m at x = 0 m
- δmax = 2.531 mm at x = 3 m
- L/δ = 1,185
Shear, moment and deflection diagrams
x is measured from the left end. Positive moment (sagging) plots above the axis. Need more loads or supports? Solve any beam with the full beam calculator.