BST — Beam Solver Tool ← Trusses binder

The BST binders · Trusses binder · Solution methods · updated 27.9.2026

Method of sectionsOne member, one equation — Ritter cut

Cut the truss in two — and solve one half as a single body.

The cut passes through at most 3 members, among them the member you are looking for.

  • Ritter point Where the two other members meet → ΣM about it → only the member you are looking for remains
  • Parallel The other two are parallel → no meeting point → ΣFy (or ΣFx)
  1. 01

    Why is it so fast? (30 seconds)

    • Half a truss is a body in equilibrium — 3 equations: ΣFx, ΣFy, ΣM.
    • 3 cut members = 3 unknowns. An exact fit.
    • The magic: a moment about the Ritter point. The two other members pass through it — their lever arm is 0 and they vanish from the equation.
    • In every cut member assume tension — the arrow leaves the part. Clockwise is +.
    • The Ritter point can be outside the part you chose — a moment is taken about any point.
    • A horizontal force: the lever arm = the vertical distance to the point. N4 above E pulls to the right → rotates about E clockwise → +N4·2.
  2. 02

    3 members from the middle of the truss — 3 equations

    The same truss as in the method of joints. Cut through N4, N5 and N6, and solve the left part: AY = 3 t and 4 t at D.

    N1N2N3N4N5N6CutAY = 3 tBY = 2 t4 t1 tACEBDFRitter of N6Ritter of N4
    The left part in ink, the right part grey. Blue circle = Ritter point · scroll the drawing sideways
    • N6
      N4 and N5 meet at D → ΣMD: 3·2 − N6·2 = 0 (the 4 t passes through D — lever arm 0) → N6 = 3 tension
    • N4
      N5 and N6 meet at E → ΣME: 3·4 − 4·2 + N4·2 = 0 → N4 = −2 compression
    • N5
      N4 and N6 are parallel (horizontal) — no Ritter point → sum of forces along the axis perpendicular to them: ΣFy: 3 − 4 − N5·0.707 = 0 → N5 = −1.414 compression

    That's it. 3 members from the middle of the truss without going through a single joint — and exactly the same results as in the method of joints ✓

  3. 03

    4 pitfalls everyone falls into

    • Cutting 4 members. 4 unknowns, 3 equations — no solution.
    • A cut that leaves one joint alone. That is the method of joints in disguise — it works, but saves nothing.
    • Forgetting a force on the part. Every load and every reaction on the part you chose goes into the equation — and only they.
    • Guessing a direction. Tension in every cut member, and the sign decides.

    Bonus: Choose the part with fewer forces — fewer terms, fewer mistakes.

The full page — for BST PRO subscribers

The solved example, the pitfalls and the printable PDF — in the BST PRO binders.

Join PRO

Trusses binder · BST · beamsolvertool.com/en/learn/trusses/method-of-sections/

Solve with the method of sections in BST Choose the members — BST shows where to cut and where the Ritter point is

All pages as a print-ready PDF — in the Binders to download of BST PRO