Beam Calculator

Deflection, slope, bending moment and shear for 17 standard beam cases. Pick a beam, enter its stiffness and loads, and the diagrams, reactions and formulas update as you type. Free, no sign-up.

1. Pick a beam

Simply supported
Cantilever

Need more than one span, an overhang, or several loads at once? Use the free shear and moment diagram tool on WebStructural.

2. Enter the beam

3. Results

Deflection

Moment

Slope

Shear

Largest values

LargestWhereAt x

Formulas for this case

δ is deflection (positive down), θ is slope, M(x) is bending moment (sagging positive) and V(x) is shear, with x measured from the left support or the fixed end. E is the modulus of elasticity and I the moment of inertia.

Values along the beam

Sizing a steel or wood beam? The WebStructural beam designer picks AISC steel shapes or lumber, combines load cases, and checks bending, shear and deflection to code.

Open the beam designer

How to use the beam calculator

  1. Pick the support type and load from the pictures.
  2. Enter the modulus of elasticity E and the moment of inertia I. For I of a built-up or unusual shape, use the cross section calculator.
  3. Enter the load and the dimensions shown in the picture. The picture redraws to scale.
  4. Set a point of interest x to read the values at a particular spot, such as under a post.

Typical modulus of elasticity

MaterialE (ksi)E (kPa)
Structural steel29,000200,000,000
Aluminum alloys10,00069,000,000
Normal-weight concrete, 4,000 psi3,60025,000,000
Douglas fir-larch lumber1,600 to 1,90011,000,000 to 13,100,000
Southern pine lumber1,400 to 1,8009,700,000 to 12,400,000

Sign convention

Deflection is positive downward, the way beam tables usually give it. Bending moment is positive when the beam sags (tension on the bottom), so a cantilever's moment comes out negative. Shear is the rate of change of the moment along the beam, which makes the shear at the left end of a simply supported beam equal to the left reaction.

Questions

Does it include the beam's own weight?

No. Add the self weight to a uniform load q. In US units that's pounds per foot ÷ 12,000 to get kips per inch.

Why kips and inches?

Steel properties are tabulated in inches, so keeping every input in inches avoids mixing feet and inches. Switch to metric for meters and kilonewtons.

Can I combine two load cases?

Yes, for a linear elastic beam you can add the results of two cases on the same beam at the same x. For anything more involved, the shear and moment diagram tool takes any mix of loads.