Free 2D Frame Calculator

Analyse beams and frames online — for free. Draw your structure, add supports and loads, and get reactions, a free-body diagram and shear, moment and axial diagrams in seconds. No installation, no sign-up to start.

Reactions, free-body diagram and N/V/M diagrams are free. Create a free account to unlock deflections — cloud model storage and sharing are part of Pro.

How to analyse a 2D frame

  1. Step 1
    Place nodes

    Click on the canvas to place nodes in the XY plane.

  2. Step 2
    Draw members

    Connect nodes to draw beam and column members.

  3. Step 3
    Add supports & loads

    Add pinned, roller or fixed supports and apply point, moment or distributed loads.

  4. Step 4
    Solve

    Run the analysis to get reactions, a free-body diagram and N, V and M diagrams.

Worked example: simply supported beam

A simply supported steel beam (IPE 180) spans 6.0 m with a pin at the left support and a roller at the right. A central point load of P = 1.2 kN acts downward at mid-span. Below are the support reactions, the equilibrium free-body diagram, and the shear-force (V) and bending-moment (M) diagrams produced by the FERS 2D frame calculator.

Free-body diagram with applied load and support reactionsP = 1.2 kN0.6 kN0.6 kN6.0 m
Reactions: Rₐ = R_b = 0.6 kN (each = P/2). Vertical equilibrium: Rₐ + R_b = 1.2 kN = P.
Shear force diagram+0.6 kN0.6 kN
Constant ±0.6 kN either side of the load, stepping by P at mid-span.
Bending moment diagramM_max = 1.8 kN·m
Peak sagging moment M_max = P·L/4 = 1.8 kN·m at mid-span (drawn on the tension side).
Deflected shapeδ = 2.42 mm
Mid-span deflection δ = P·L³/48EI = 2.42 mm. Deflections are unlocked with a free account.
Summary of results
QuantitySymbolValue
Support reaction (each)Rₐ, R_b0.6 kN
Maximum bending momentM_max1.8 kN·m
Maximum shear forceV_max0.6 kN
Mid-span deflectionδ2.42 mm

Frequently asked questions

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