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The BST binders · Beams binder · Twists in the exam · updated 27.9.2026

Beam with a cantileverNegative M over the support — and Mmin

Cantilever = a part of the beam that sticks out beyond the support. The same solution procedure — with three things to watch:

  • Reactions A force on the cantilever is beyond the support → in ΣM about that support it rotates the opposite way
  • S Jumps at the support — and continues along the cantilever to the free end
  • M Negative over the support, and 0 at the end of the cantilever

Two extreme values: Mmax at Z and Mmin over the support.

  1. 01

    Why is M negative over the support? (30 seconds)

    • The load on the cantilever rotates it about the support downward → over the support the beam bends 'upward' → M is negative.
    • There is no support at the free end → S and M must reach 0 there.
    • In BST, positive M is drawn below the axis — so negative M is drawn above it.
  2. 02

    Beam 8 m, cantilever 2 m — everything

    2 t/m4 tAY = 4.67 tBY = 11.33 t6 m2 mSZ = 2.334.67−7.334MZMmax = 5.44Mmin = −8
    Beam, S and M — the same x axis. Positive M is drawn below the axis, as in BST · scroll the drawing sideways
    • Resultant
      2 · 6 = 12 t, at the middle of the segment: x = 3
    • ΣMA
      12·3 + 4·8 − BY·6 = 0 → BY = 11.33 t
    • ΣMB
      AY·6 − 12·3 + 4·2 = 0 → AY = 4.67 t — the 4 t on the cantilever rotates about B clockwise
    • Check
      4.67 + 11.33 − 12 − 4 = 0 ✓
    • S
      4.67 → diagonal line 4.67 − 2·6 = −7.33 → BY: −7.33 + 11.33 = 4 → straight along the cantilever → 4 − 4 = 0 closed ✓
    • Z
      Z = S / Q = 4.67 / 2 = 2.33 m
    • 0–Z
      Triangle above the axis 2.33 · 4.67 / 2 = 5.44 → Mmax = 5.44 t·m at Z
    • Z–B
      Triangle below the axis: base 6 − 2.33 = 3.67, height 7.33 → 3.67 · 7.33 / 2 = 13.44 → 5.44 − 13.44 = −8 → Mmin = −8 t·m over B
    • Cantilever
      Rectangle above the axis 4 · 2 = 8 → −8 + 8 = 0 closed ✓

    Here |Mmin| = 8 is larger than Mmax = 5.44 — the largest value in magnitude sits over the support, not at Z.

    And what about 'Mmax at Z'? The rule holds for the positive M. With a cantilever there is also a negative M — and you look for it over the support, where S jumps above the axis.

  3. 03

    4 pitfalls

    • S 'ends' at B. Continue along the cantilever — S reaches 0 only at the free end.
    • The sign of the cantilever force in ΣMB. It is on the other side of B → it rotates opposite to the load between the supports.
    • Looking only for Mmax at Z. Check Mmin over the support as well.
    • M at the end of the cantilever is not 0. A sign of a mistake in the reactions or in the areas.

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Beams binder · BST · beamsolvertool.com/en/learn/beams/overhang/

Solve a beam in BST BST guides you through a beam with an overhang — and marks Mmax and Mmin

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