Beam bending calculator
One point load on a straight beam. Drag the load or change a value; the stress plot and the numbers follow.
- Peak deflection
- 0.345 in
- at
- 24 in from the left end
- Peak bending moment
- 12,000 lbf·in
- Peak bending stress
- 18 ksi
- Safety factor vs yield
- 2.18
Straight, slender, linear-elastic beam; Euler–Bernoulli theory; shear deformation ignored. Material values are published typical or minimum values, labelled per material, not design allowables. A teaching tool, not a design tool.
Sources: Shigley's Mechanical Engineering Design, Table A-9. Roark's Formulas for Stress and Strain, Table 8.1. Material properties from Wikipedia's articles on each alloy, which cite ASM and ASTM data.