Moments — Rods and Beams on Two Pivots, "About to Tilt"

~40 min · WME01 · 6.1

WME01 · 6.1 · 40 min

Every rod-on-two-supports question is really asking you to pick a point. Take moments about the right one and an unknown reaction force vanishes from the equation before you've even started solving — not because it happens to be zero, but because it's being multiplied by zero. Three separate examiner reports converge on exactly this: pick the wrong point and you're solving two simultaneous equations for a problem that only needed one, and when a beam is "about to tilt," it is disarmingly easy to zero out the reaction at the wrong end.

Before you read on

Two or three questions on exactly what this lesson teaches. Being wrong here is fine — it's the fastest way to find out what to pay attention to next.

Rigid body, rod, and the two conditions for equilibrium

Spec item 1.1 lists the modelling vocabulary this whole topic is built on: "particle, lamina, rigid body, rod (light, uniform, non-uniform)... Students should be familiar with the assumptions made in using these models." A moments question is where "rigid body" and "rod" stop being vocabulary and start doing real work. A rigid body does not bend or deform — every point on it keeps the same distance from every other point, which is precisely what makes "the rod is about to tilt about D" a single, well-defined event rather than a description of the rod flexing somewhere along its length. A rod is a rigid body that is long and thin: it has a length worth measuring distances along, but (unlike a general rigid body) no width or thickness to worry about.

The word in front of "rod" carries the physics. A light rod has no weight of its own — every N of downward force on it comes from something attached to it, nothing from the rod itself. A uniform rod has weight spread evenly along its length, which has one large consequence worth stating explicitly: its total weight can be treated as a single force acting at its geometric midpoint (its centre of mass), exactly the same trick that lets a distributed load be handled with one line of arithmetic instead of an integral. A non-uniform rod's weight is NOT evenly spread, so its centre of mass sits somewhere other than the midpoint — a non-uniform rod question has to state, or ask you to find, exactly where that point is; you cannot assume the middle.

A rigid body in equilibrium under coplanar forces satisfies two independent conditions, and a moments question is not solved until both have been used somewhere. First, the resultant force is zero: for spec 6.1's own scope — "coplanar PARALLEL forces" (every force here is vertical: weights, reactions, tensions) — this collapses to one equation, resolving vertically, rather than the two-direction resolution spec 5.1's general coplanar-force statics needs. Second, the resultant moment about any point is zero. That second condition is the one this lesson is about, and the word "any" is doing the heavy lifting: equilibrium holds about every single point in the plane, which is exactly the freedom that makes "choose the best point" a real, examinable technique rather than an arbitrary convenience.

Mechanism

Why the right pivot makes an unknown vanish — it's geometry, not luck

A moment is defined as force × perpendicular distance from the chosen point to the force's line of action. That definition has a consequence worth deriving explicitly rather than taking on faith: if a force acts AT the point you're taking moments about, its perpendicular distance from that point is exactly zero — so its moment about that point is force × 0 = 0, regardless of what the force's actual magnitude is. This is true even for a completely unknown reaction: you don't need to know R_C's value to know that R_C's moment about C is zero, because the multiplication by zero happens on the distance, not on the force. That is the entire mechanism behind "take moments about a support to eliminate its reaction" — it isn't a rule to memorise, it's what the definition of a moment already guarantees the instant you pick a point that force passes through. It is also exactly why the choice of point matters: choosing a point that ISN'T on a force's line of action leaves that force's (nonzero) distance in the equation, and the term survives. A rod resting on two supports has exactly two unknown reactions; taking moments about either support removes one of them from that equation immediately, turning "one equation, two unknowns" (unsolvable on its own) into "one equation, one unknown" (solved by rearranging a single line).

Diagram — A uniform rod on two supports — the same rod, two different states

x-axis: position along the rod, A to B · y-axis: vertical force — up positive, down negative

Rod AB, freely in equilibrium on both supports
A horizontal uniform rod resting on two smooth supports, C and D, with C nearer A and D nearer B. Both supports push up on the rod (reactions R_C and R_D), and the rod's own weight W acts downward at its midpoint, since the rod is uniform. Three vertical forces, two of them unknown, one equation short of being solvable until a second condition (a moment equation) is added to the single resolve equation.
Rod AB, on the point of tilting about D
The same rod, now carrying enough extra downward load close to B that C is on the point of lifting off entirely. D is the support the rod would rotate around if the load increased any further; C is the one about to lose contact. The reaction at C — not the reaction at D — is the one that has fallen to zero in this state.
Support (pivot) at C
A force acting exactly here has zero perpendicular distance from C, so its moment about C is always zero — the reason taking moments about C is the efficient way to find an equation containing only R_D.
Support (pivot) at D
Symmetric role to C: taking moments about D produces an equation containing only R_C, by the same zero-distance argument.
Weight W, at the rod's midpoint (uniform rod only)
Acts downward. Its distance from C and from D are generally different unless C and D happen to be placed symmetrically about the midpoint — those two distances are what actually appear in the two moment equations, and getting either one wrong is a genuine method error, not just an accuracy slip (see the general marking guidance quoted in the marked-solution below).
Reaction R_C → 0 as the rod tilts about D
The quantity that reaches zero at the critical moment. It is NOT the reaction at the pivot named in "about to tilt about D" — it is the reaction at the other support entirely.

Common error: Reading "the rod is about to tilt about D" and setting the reaction AT D to zero.

Correct: "About to tilt about D" means D is the support that stays in contact — the rod rotates around it — so it is the OTHER support, C, whose reaction reaches zero. Name which support the rod is losing contact WITH, not which support it is rotating AROUND, before writing anything down as zero.

examiner-report · Jan 2023 · Q4

Same question, every valid method

A uniform rod AB, of length 4 m and weight 100 N, rests horizontally in equilibrium on two smooth supports at C and D, where AC = 1 m and AD = 3 m. Find the reactions R_C and R_D. (VERIDIAN-original scenario — see this file's header note. Distances are measured from A.)

2 valid methods · every one reaches RC=50 NR_C = 50\text{ N}, RD=50 NR_D = 50\text{ N} · 4 marks available

  1. 01

    Take moments about C. The rod's weight acts at its midpoint, 2 m from A, so its distance from C is 21=1 m2 - 1 = 1\text{ m}; D is 31=2 m3 - 1 = 2\text{ m} from C. RD×2=100×1R_D \times 2 = 100 \times 1

    Method mark for a moments equation about a support. The general marking guidance's own description of a Mechanics M mark applies directly here: 'usually awarded for the application of some mechanical principle to produce an equation, e.g... taking moments about a point.' Taking moments about C removes R_C from the equation automatically — the equation has exactly one unknown, R_D.

    M1
  2. 02

    RD=1002=50 NR_D = \frac{100}{2} = 50\text{ N}

    Accuracy mark for R_D, dependent on the method mark above.

    A1
  3. 03

    Resolve vertically: RC+RD=100R_C + R_D = 100, so RC=10050=50 NR_C = 100 - 50 = 50\text{ N}

    Method mark for resolving vertically (the only resolve direction needed, since spec 6.1 restricts to coplanar PARALLEL forces), and accuracy mark for the value. One moment equation plus one resolve equation is enough because each has exactly one unknown by the time it's used.

    M1 A1

Two short, independent equations, each solved by rearranging a single line — no simultaneous equations anywhere. This is the method three separate examiner reports (Jan 2023 Q4, Jun 2024 Q4, Oct 2023 Q1) confirm is both the efficient and the more accurate route: Oct 2023 Q1's report records that 'successful candidates then took moments about a number of different points' — plural POINTS, meaning a different support for each unknown, not the same point twice.

In your own words

In one sentence: why does taking moments about the support a rod is tilting about turn a two-unknown problem into a one-unknown equation?

Marked, line by line

A uniform rod AB, of length 4 m and weight 100 N, rests horizontally on two smooth supports at C and D, where AC = 1 m and AD = 3 m. (a) Find the reactions R_C and R_D. (4) (b) A weight of magnitude M newtons is now attached to the rod at B. Given that the rod is on the point of tilting about D, find M, and find the new reaction at D. (5) — VERIDIAN-original question (see this file's header note): the technique and trap are confirmed against three real series (Jan 2023 Q4, Jun 2024 Q4, Oct 2023 Q1), but the rod's length, weight, support positions, and the value of M are this lesson's own construction, hand-computed and cross-checked by two independent moment equations (shown inline).

9 marks available

(a)4 marks

  1. 01

    Take moments about C (eliminates R_C). The midpoint (weight) is 21=1 m2 - 1 = 1\text{ m} from C; D is 31=2 m3 - 1 = 2\text{ m} from C. RD×2=100×1R_D \times 2 = 100 \times 1

    Method mark for a moments equation with the correct number of terms and every term dimensionally a force × distance — the general marking guidance for Mechanics states plainly that omission of a length from a moments equation is a method error, so both distances above have to be present, not just the forces.

    M1
  2. 02

    RD=50 NR_D = 50\text{ N}

    Accuracy mark, dependent on the method mark above.

    A1
  3. 03

    Resolve vertically: RC+RD=100R_C + R_D = 100

    Method mark for resolving in the one direction spec 6.1's parallel-force scope actually needs — every vertical force present (both reactions, the weight) with the correct signs, nothing omitted.

    M1
  4. 04

    RC=10050=50 NR_C = 100 - 50 = 50\text{ N}

    Accuracy mark, dependent on the resolve equation above.

    A1

(b)5 marks

  1. 101

    "On the point of tilting about D" means D is the support the rod stays in contact with; C is the one losing contact. RC=0R_C = 0

    Independent recognition mark: stating which reaction is zero, and why — this is the single most-tested piece of understanding on this whole spec point (Jan 2023 Q4, Jun 2024 Q4), and it earns its own mark separately from the equation that follows, because a candidate can write a perfectly correct-looking moments equation while having zeroed the wrong reaction inside it.

    B1
  2. 102

    Take moments about D. Distances from D: the midpoint (weight) is 32=1 m3 - 2 = 1\text{ m}; B is 43=1 m4 - 3 = 1\text{ m}. R_C's distance from D does not need computing — its value is already zero, so its moment is zero whatever the distance is. M×1=100×1M \times 1 = 100 \times 1

    Method mark for a moments equation about D with the correct terms. Taking moments about D is what makes R_D vanish structurally (distance zero); substituting R_C = 0 from the line above is what makes THIS equation solvable with M as the only unknown — the exact structure a real report describes: 'This produced an equation with M as the only unknown' (Jun 2024, Q4).

    M1
  3. 103

    M=100 NM = 100\text{ N}

    Accuracy mark, dependent on the method mark above.

    A1
  4. 104

    Resolve vertically with the new load: RD=100+M=100+100=200 NR_D = 100 + M = 100 + 100 = 200\text{ N}

    Method mark for resolving with R_C correctly omitted (it is zero, not merely small) and M correctly included, plus the accuracy mark for the value. Checked independently: taking moments about C instead gives 100×1+100×3=RD×2100 \times 1 + 100 \times 3 = R_D \times 2, i.e. 400=2RD400 = 2R_D, so RD=200 NR_D = 200\text{ N} — the same answer by a completely different route, which is the check worth running whenever time allows.

    M1 A1

Named traps

wrong-reaction-zeroed-at-a-tilting-point
Confirmed verbatim, and the strongest single finding in this spec item's record: "it was necessary to appreciate that 'about to tilt' implied that one of the reactions had to be zero... A number of candidates equated the wrong reaction to zero i.e., in the case where the beam was about to tilt around C they assumed the reaction at C to be zero" (Jan 2023, Q4). The named pivot is the support that STAYS in contact; the reaction that vanishes belongs to the OTHER support. Say out loud which support is losing contact before writing anything as zero.
two-moments-equations-instead-of-moments-plus-resolve
Confirmed independently in two series. Jun 2024 Q4: "those that took moments about a different point required two equations to solve the problem and this inevitably led to more errors being made." Oct 2023 Q1, describing the successful approach by contrast: "Successful candidates then took moments about a number of different points to find the size of x... Where two moments equations were used, there was more opportunity for these errors." One support-point moment equation plus one resolve equation is (almost) always enough for two unknown reactions; reaching for a second moments equation is the sign a support point was not used the first time.
efficient-pivot-choice-explicitly-rewarded
The positive form of the same finding, confirmed in Jun 2024 Q4: "many realised that the smallest value of M would mean that the rod was about to tilt about C and therefore took moments about C. This produced an equation with M as the only unknown." Three series (Jan 2023, Jun 2024, Oct 2023) all reward the identical technique — take moments about the support whose reaction is already known (or about to become) zero, and the target unknown is left standing alone.
misread-relationship-between-two-given-unknowns
A related trap on the same spec item, from a rod held by two tensions rather than resting on two supports (the same technique — two unknown parallel forces along a rod, found by moments — applies either way): "the main errors were in the misinterpretation of the given information about the tensions. The tension at C was 20 N greater than the tension at A. However, pairs of values such as T and 20T, T and 20, or T and T were all seen on occasion" (Jan 2020, Q2). Before setting up any equation, write down in words what the stem's relationship between the two unknowns actually says — "20 more than," not "20 times."
modelling-assumption-confused-with-the-equilibrium-condition
"There was general appreciation that modelling the beam as a rod meant that it did not bend, [but] some candidates failed to achieve the mark for including wrong or irrelevant extra statements. The most common incorrect answers related to the mass (or centre of mass) of the rod and comments such as 'clockwise moments equal anticlockwise moments'" (Jan 2020, Q2(b)). "Clockwise moments equal anticlockwise moments" is the EQUILIBRIUM CONDITION, not a consequence of modelling the beam as a rod — it would be true (or not) whatever object the beam was modelled as. A question asking what the rod-model assumes is asking about rigidity and mass distribution, not restating the technique used to solve the rest of the question.

Retrieval — with feedback on every choice

Question 1
3 marks

A non-uniform rod AB, length 6 m, weight 60 N, rests horizontally on supports at C (1 m from A) and D (5 m from A). The rod's centre of mass is 4 m from A (not the midpoint, since the rod is non-uniform). Find R_D by taking moments about C.

Question 2
2 marks

A rod rests on supports at C and D. You are told the rod is on the point of tilting about C. Which single fact does that sentence give you?

Question 3
2 marks

A light rod rests horizontally on two supports, with a single particle of weight 40 N attached to it somewhere between them. What is the total upward force supplied by the two reactions, and why?

Reference — not a study method, a lookup
  • Moment of a force about a point = force × perpendicular distance from the point to the force's line of action.
  • A force acting AT the point you take moments about contributes zero, whatever its magnitude — this is why choosing a support as the pivot eliminates that support's own reaction.
  • Equilibrium of a rigid body: resultant force = 0 (resolve — one direction only, for parallel forces) AND resultant moment about ANY point = 0.
  • "About to tilt about X" means X is the support staying in contact; the reaction at the OTHER support is zero — not the reaction at X.
  • One moment equation (about a support) + one resolve equation is usually enough for two unknown reactions. Reaching for a second moments equation is a sign the first didn't use a support point.
  • Uniform rod: weight acts at the geometric midpoint. Non-uniform rod: weight acts wherever the question states the centre of mass to be — never assume the midpoint.

Not affiliated with or endorsed by Pearson Edexcel. Every quotation attributed to an examiner report in this lesson (Jan 2023 Q4, Jun 2024 Q4, Oct 2023 Q1, Jan 2020 Q2, Jan 2020 Q2(b)) was independently verified against the primary Pearson document and is reproduced verbatim in WME01-verified-facts.md. The rod scenario used throughout the diagram, method-comparison, and marked-solution blocks — a 4 m rod, weight 100 N, supports 1 m and 3 m from A, a 100 N load added at B — is VERIDIAN-original: no real spec-6.1 mark scheme with these or any other specific figures survives in the research bank (see this file's header note and WME01-verified-facts.md §8), so the numbers were constructed for this lesson and cross-checked using two independent moment equations (shown inline in the marked-solution), not carried over from any real paper. The mark-scheme conventions attached to them — what M, A, B and dM mean, that omitting a length from a moments equation is a method error, that a moments equation's own structure is what the M mark rewards — are verbatim-verified from the real general marking guidance via WME01-verified-facts.md §3.

Question 13 marks

A non-uniform rod AB, length 6 m, weight 60 N, rests horizontally on supports at C (1 m from A) and D (5 m from A). The rod's centre of mass is 4 m from A (not the midpoint, since the rod is non-uniform). Find R_D by taking moments about C.

  • RD=45 NR_D = 45\text{ N}, from RD×4=60×3R_D \times 4 = 60 \times 3

    Correct. Distance from C to D is 51=4 m5 - 1 = 4\text{ m}; distance from C to the centre of mass is 41=3 m4 - 1 = 3\text{ m} (using the STATED centre of mass, not the geometric midpoint, since the rod is explicitly non-uniform). RD=1804=45 NR_D = \frac{180}{4} = 45\text{ N}.

  • BRD=30 NR_D = 30\text{ N}, treating the weight as acting at the geometric midpoint, 3 m from A

    The rod is stated to be non-uniform with its centre of mass given as 4 m from A — using the geometric midpoint (3 m) instead ignores information the question gave you specifically because a uniform rod's midpoint shortcut does not apply here.

  • CRD=60 NR_D = 60\text{ N}, from RD×4=60×4R_D \times 4 = 60 \times 4, using the centre of mass's distance from A instead of from C

    Every distance in a moments equation about C has to be measured FROM C, not from A. The centre of mass is 4 m from A, but only 41=3 m4 - 1 = 3\text{ m} from C — using the wrong reference point for the distance is exactly the error the general marking guidance calls a method error, not an accuracy slip.

  • DNot enough information — a non-uniform rod's reactions cannot be found without knowing HOW the mass varies along its length

    The question already supplies the one number a non-uniform rod problem needs: where its centre of mass actually is (4 m from A). Once that's given, the rod's weight is treated as a single force acting there — exactly like a uniform rod's weight at its midpoint — and no further detail about how the mass is distributed is required.

Traps tested: Uniform midpoint assumption applied to a non uniform rod · Distance measured from the wrong reference point · Overclaims uncertainty

Question 22 marks

A rod rests on supports at C and D. You are told the rod is on the point of tilting about C. Which single fact does that sentence give you?

  • RD=0R_D = 0

    Correct — D is the support losing contact when the rod is about to rotate about C, exactly the pattern confirmed independently in Jan 2023 Q4 and Jun 2024 Q4 (there, framed around a different named pivot, but the same rule: the OTHER support's reaction is zero).

  • BRC=0R_C = 0

    This zeroes the reaction at the named pivot itself — the documented error, not the documented fact. C is the point the rod rotates AROUND, which requires C to still be exerting a (nonzero) upward force.

  • CThe rod's weight must be acting exactly at C

    "About to tilt about C" is a statement about the reaction forces at the two supports, not about where the rod's weight acts — the weight's position is fixed by the rod's own mass distribution (its midpoint if uniform) and does not move because of how a load elsewhere on the rod is arranged.

  • DRC=RDR_C = R_D

    Nothing about "on the point of tilting" implies the two reactions are equal — in fact the tilting condition typically arises precisely because they have become very UNequal, with one heading to zero while the other carries the full weight.

Traps tested: Reaction at the pivot itself zeroed · Tilting condition confused with weight position · Tilting condition confused with equal reactions

Question 32 marks

A light rod rests horizontally on two supports, with a single particle of weight 40 N attached to it somewhere between them. What is the total upward force supplied by the two reactions, and why?

  • 40 N, split unevenly between the two reactions depending on where the particle is

    Correct. "Light" means the rod itself contributes no weight, so the ONLY downward force is the 40 N particle — resolving vertically, RC+RD=40R_C + R_D = 40 regardless of where the particle sits. Where exactly it sits changes how that 40 N SPLITS between the two reactions (found from a moments equation), not the total.

  • B20 N at each support, since the particle is somewhere between them

    This assumes the particle is exactly midway between the two supports, which the question never states. The total is fixed at 40 N by resolving vertically; the SPLIT between the two supports depends on the particle's exact position and is generally not 20/20 unless that position happens to be symmetric.

  • CCannot be found without knowing the rod's own weight

    The rod is stated to be light, which is precisely the piece of information that removes the rod's own weight from the problem entirely — a light rod's weight is not "unknown," it is exactly zero by the definition of the modelling term.

  • DMore than 40 N, since both supports are pushing up independently

    Both reactions act upward, but their SUM is fixed by resolving vertically against the only downward force present — the sum cannot exceed the total downward force any more than it can fall short of it, in equilibrium.

Traps tested: Assumes symmetric split without justification · Light rod treated as having unstated weight · Reaction forces summed without equilibrium constraint

Practice this for real

This site teaches the mechanism; the exam is sat on Pearson's own real questions. Go find and attempt these yourself — nothing here substitutes for actually sitting a timed paper.

Examiner report
Jan 2023 · Q4 — cited directly in this lesson
Pearson's official past-papers portal

Select International Advanced Level → Mathematics → any series, then look for WME01.

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