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Beam Bending Stress Calculator

Find the maximum bending stress from the flexure formula σ = Mc/I plus the transverse shear stress in a beam cross-section, in MPa or psi.

Enter bending moment M, moment of inertia I, and extreme-fibre distance c for σ = Mc/I.

Optional: add shear force V and area A for the transverse shear stress.

About this tool

The Beam Bending Stress Calculator is a free, in-browser tool that applies the flexure formula σ = M·c/I to find the maximum bending stress at the extreme fibre of a beam, and optionally the maximum transverse shear stress. Enter the bending moment M, the area moment of inertia I, and c, the distance from the neutral axis to the outermost fibre. It also reports the section modulus S = I/c, the property engineers use to size a beam directly against an allowable stress. All arithmetic runs locally in your browser.

Bending stress is σ = M·c/I, and equivalently σ = M/S. For transverse shear, enter the shear force V and cross-sectional area A and pick the section shape: the peak shear stress is τ = k·V/A, where the factor k is 1.5 for a solid rectangle, 4/3 for a solid circle, 2.0 for a thin-walled tube, or 1.0 for the simple average V/A. This form of the general τ = VQ/(Ib) relation captures the peak shear at the neutral axis for common shapes. Choose SI (N·m, mm⁴, mm, N, mm²) with results in MPa, or imperial (lbf·in, in⁴, in, lbf, in²) with results in psi.

As a worked example, a beam carrying M = 10,000 N·m with I = 10,000,000 mm⁴ and c = 100 mm has σ = (10,000 × 1000 × 100) / 10,000,000 = 100 MPa and a section modulus of 100,000 mm³. If it also carries V = 20,000 N over a rectangular area of 5,000 mm², the peak shear is 1.5 × 20,000 / 5,000 = 6 MPa. These are elastic stresses; compare them to the material's yield strength with an appropriate factor of safety.

Frequently asked questions

What is the flexure formula?
The bending (flexure) formula is σ = M·c/I, where M is the bending moment, c is the distance from the neutral axis to the extreme fibre, and I is the area moment of inertia. Because S = I/c, it is equivalent to σ = M/S using the section modulus S.
How is transverse shear stress found?
The general relation is τ = VQ/(Ib), which for common shapes peaks at the neutral axis. This tool uses τ = k·V/A with k = 1.5 for a rectangle, 4/3 for a solid circle, and 2.0 for a thin-walled tube; choose 'average' for the simple V/A value.
Which units are used?
In SI mode enter M in N·m, I in mm⁴, c in mm, V in N and A in mm²; stresses are shown in MPa. In imperial mode use lbf·in, in⁴, in, lbf and in², with stresses in psi. The moment is converted to consistent length units internally.
Is the shear stress optional?
Yes. Bending stress and section modulus need only M, I and c. If you also enter a shear force V and area A, the tool adds the peak transverse shear stress and the shear factor used; leave them blank to see bending results only.

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