INTERFAIC Engineering toolkit · Prototype

Beam bending

Stress and deflection for a prismatic beam under a point load.

Geometry and loading

SCHEMATIC · NOT TO SCALE

Input parameters

Unit system

Results update as you edit.

Results

Key values (for reference)

ⓘ   Assumptions

Rectangular, constant section; force acts along the section height. Linear elastic, small-deflection Euler–Bernoulli beam. Ideal supports; shear deflection, self-weight and stress concentrations excluded.

Equations & calculation model
I = bh³ / 12
σmax = Mmax h / (2I)
Simply supported: Mmax = FL / 4; δmax = FL³ / (48EI)
Cantilever: Mmax = FL; δmax = FL³ / (3EI)

Idealised calculations for preliminary design. Check geometry, loading and boundary conditions against your application.

What it is used for

Preliminary beam sizing, comparing stiffness, and checking a defined point-load case.

Standards & references

MIT Mechanics & Materials I: bending and beam deflection readings. Reference for the ideal elastic model, not a design-code acceptance check. Confirm loads, restraints, material properties and the governing design code for your application.

Related tools and drawing guides

Section properties · Euler buckling · Custom beam calculator