Fixed supportThree reactions, and M starts at RMA
Fixed support = the beam is 'stuck' in the wall. It prevents movement — and rotation too.
- RAX horizontal reaction
- RAY vertical reaction
- RMA fixed-support moment
3 unknowns → one support is enough. And M1 = RMA — the M diagram starts from the fixed-support moment, not from 0.
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01
Why does the wall give a moment too? (30 seconds)
- There is no second support to hold the end → without a moment, the beam would rotate about the wall.
- ΣM about A: RAX and RAY pass through A, they have no lever arm → a single unknown remains: RMA.
- The free end: S and M close at 0 there.
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02
A 3 m cantilever
Beam, S and M — the same x axis. Positive M is drawn below the axis, as in BST · scroll the drawing sideways - Resultant1 · 3 = 3 t, in the middle: x = 1.5
- ΣFxNo horizontal forces → RAX = 0
- ΣFyRAY − 3 − 2 = 0 → RAY = 5 t
- ΣMAAssume RMA is clockwise: 3·1.5 + 2·3 + RMA = 0 → RMA = −10.5 t·m — the minus: in fact 10.5 counter-clockwise
- S5 → diagonal line 5 − 1·3 = 2 → the force at the end: 2 − 2 = 0 closes ✓
- MStarts at RMA = −10.5 → trapezoid (5 + 2) · 3 / 2 = 10.5 → −10.5 + 10.5 = 0 closes ✓
That's it. All of M is negative — and the largest moment in magnitude sits at the wall: 10.5 t·m.
M starts at RMA — with which sign? With the sign that came out of ΣMA: M(0) = RMA = −10.5. (In BST: M1 = RMA — M1 is the value of M at the left end.)
ΣFy as an equation? Here, yes: there is one support, and ΣFy is the only way to RAY. The check in its place — S and M closing at 0 at the free end.
- Resultant
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03
4 pitfalls
- M starts at 0. At a fixed support — start at RMA.
- Looking for BY. There is no support B — the whole load goes to the wall.
- Counting 2 unknowns. Fixed support = 3: RAX, RAY, RMA.
- A diagonal line under a trapezoid. Trapezoid in S → parabola in M.
The full page — for BST PRO subscribers
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