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The BST binders · Beams binder · Reactions and loads · updated 27.9.2026

Triangular loadHalf of the rectangle, at a third from the high side

Triangle = half a rectangle. The resultant is half — and it shifts toward the heavy side.

  • Resultant P = Q · L / 2
  • Position L / 3 from the high side
  • S Parabola — not a diagonal line

The resultant — for the reactions only, exactly as with a uniform load.

  1. 01

    Why at a third? (30 seconds)

    • Most of the load sits on the high side → the resultant is pulled there too.
    • The centre of gravity of a triangle — at a third from the high base. In a beam of 6 m: 6 / 3 = 2 m from the high side.
    • The load grows along the beam → S does not fall at a constant rate → parabola.
  2. 02

    A beam of 6 m — a triangle from 0 to 3

    3 t/m9 tAY = 3 tBY = 6 t4 m2 mSZ = 3.463−6MMmax = 6.93
    Beam, S diagram and M diagram — the same x axis. Positive M is drawn below the axis, as in BST · scroll the drawing sideways
    • Resultant
      3 · 6 / 2 = 9 t, 2 m from B → x = 4
    • ΣMA
      9·4 − BY·6 = 0 → BY = 6 t
    • ΣMB
      AY·6 − 9·2 = 0 → AY = 3 t ✓ 3 + 6 − 9 = 0
    • Z
      S is a parabola → Z = √(2·S·L / Q) = √(2·3·6 / 3) → Z = 3.46 m from the side where the load goes to zero
    • Mmax
      Up to Z a load of 3 t has built up — exactly AY, so S = 0. Its resultant sits Z / 3 before Z:
      3·3.46 − 3·1.15 → Mmax = 6.93 t·m

    What every letter in the Z formula means: S — the shear on the side where the load goes to zero (here AY = 3) · L — the length of the triangular load · Q — the intensity at the high end. Z is measured from the side where the load goes to zero.

    The load is high at A instead? Everything is mirrored: Z is measured from B, and at the cut you take the forces to the right of the point — BY with lever arm Z, and the resultant of the load between B and Z with lever arm Z/3.

    Why not by areas? The area under the parabola of S is not a rectangle, a triangle or a trapezoid. So M at Z is calculated with a cut: cut the beam at Z, and take about the cut point the moments of all the forces to its left — AY with lever arm Z, and the resultant of the load up to Z with lever arm Z/3.

    That's it. Resultant at a third, Z from the formula, and Mmax with one cut.

  3. 03

    4 pitfalls everyone falls into

    • Resultant in the middle, as in a rectangle. You get BY = 4.5 instead of 6 — and everything after it is wrong.
    • Forgetting the half. Q · L without / 2 → double the load.
    • Z = S / Q. This formula works only when S falls along a diagonal line. Here S is a parabola.
    • Measuring Z from the high side. Z is measured from the side where the load goes to zero.

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Beams binder · BST · beamsolvertool.com/en/learn/beams/triangular-load/

Solve a beam in BST BST guides you through a triangular load — resultant, Z and Mmax, step by step

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