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For a rigid body on the point of slipping, set up three scalar conditions: resolve along two convenient directions and take moments about a well-chosen point (one that kills an unknown reaction). At every rough contact that is on the point of slipping, replace friction by its limiting value F=μN directed to oppose impending motion; smooth contacts give a normal reaction only. The unknowns are exactly the reactions and the required relation between μ and the geometry.
Trigger: "limiting equilibrium", "on the point of slipping", "least coefficient of friction", a ladder/rod/disc resting against walls, pegs or other bodies.
Instances: (i) ladder or rod against a wall and floor, two limiting contacts; (ii) a rod resting on two bars/pegs, friction at each support; (iii) stacked discs or cylinders, friction at the body-body and body-ground contacts.
Linked questions (3)
STEP 2 2006 · Q9
A painter of weight kW uses a ladder to reach the guttering on the outside wall of a house. The wall is vertical and the ground is horizontal. The ladder is modelled as a uniform rod of weight W and length 6a.
The ladder is not long enough, so the painter stands the ladder on a uniform table. The table has weight 2W and a square top of side 21a with a leg of length a at each corner. The foot of the ladder is at the centre of the table top and the ladder is inclined at an angle arctan2 to the horizontal. The edge of the table nearest the wall is parallel to the wall.
The coefficient of friction between the foot of the ladder and the table top is 21. The contact between the ladder and the wall is sufficiently smooth for the effects of friction to be ignored.
Show that, if the legs of the table are fixed to the ground, the ladder does not slip on the table however high the painter stands on the ladder.
It is given that k=9 and that the coefficient of friction between each table leg and the ground is 31. If the legs of the table are not fixed to the ground, so that the table can tilt or slip, determine which occurs first when the painter slowly climbs the ladder.
[Note: arctan2 is another notation for tan−12.]
Worked solution
Part (i).
Begin by drawing a clear diagram with all forces labelled. Place the painter at a general position, a distance xa from the base of the ladder, measured along it. Working in multiples of a ensures the factor cancels neatly in the moments equation.
The ladder makes an angle θ=arctan2 with the horizontal, so tanθ=2, giving sinθ=52 and cosθ=51.
Let R be the normal reaction from the wall (horizontal) and N the normal reaction from the table top (vertical). Let F be the friction force at the foot of the ladder.
Resolving horizontally:F=R.
Resolving vertically:N=W+kW=(1+k)W.
Taking moments about the base of the ladder:R⋅6asinθ=W⋅3acosθ+kW⋅xacosθ.Substituting and simplifying:R⋅512a=53Wa+5kWxa,12R=W(3+kx).So R=12(3+kx)W and therefore F=12(3+kx)W.
For the ladder not to slip, we need F≤21N, that is:12(3+kx)W≤2(1+k)W.3+kx≤6(1+k)=6+6k.kx≤3+6k.x≤k3+6.Since the painter is at most at the top of the ladder, x≤6. The condition x≤k3+6 holds for all x≤6 whenever k3≥0, which is always true for k>0. Hence the ladder never slips on the table, regardless of how high the painter climbs.
Part (ii).
Now k=9. The table has two pairs of legs: two near the wall and two away from it. Draw a fresh diagram including the table's weight 2W acting at its centre, and the reaction forces at each pair of legs.
Let N1 be the total normal reaction from the two legs nearest the wall, and N2 from the two legs furthest from the wall. The ladder pushes down on the table with force (1+k)W=10W at the centre of the table top, and also pushes horizontally with force R (away from the wall).
From Part (i) with k=9: R=12(3+9x)W=123(1+3x)W=4(1+3x)W.
Resolving vertically for the table:N1+N2=2W+10W=12W.Taking moments about the far edge (legs furthest from wall) for the table:
The table top has side 2a, so its centre is 4a from each edge. The foot of the ladder is at the centre of the table top.N1⋅2a=2W⋅4a+10W⋅4a−R⋅a,2N1a=412Wa−4(1+3x)Wa=4(12−1−3x)Wa=4(11−3x)Wa,N1=2(11−3x)W.The table tilts (lifts off at the near legs) when N1=0, giving x=311a, so the painter is 311a≈3.67a up the ladder.
For slipping, the total friction available is 31(N1+N2)=312W=4W. The horizontal force the ladder exerts on the table equals R. The table slips when R=4W:4(1+3x)W=4W⟹1+3x=16⟹x=5.The painter is 5a up the ladder.
Comparing: tilting occurs at x=311a≈3.67a, slipping at x=5a. Since 311<5, tilting occurs first, when the painter is a distance 311a up the ladder.
STEP 2 2012 · Q10
A hollow circular cylinder of internal radius r is held fixed with its axis horizontal. A uniform rod of length 2a (where a<r) rests in equilibrium inside the cylinder inclined at an angle of θ to the horizontal, where θ=0. The vertical plane containing the rod is perpendicular to the axis of the cylinder. The coefficient of friction between the cylinder and each end of the rod is μ, where μ>0.
Show that, if the rod is on the point of slipping, then the normal reactions R1 and R2 of the lower and higher ends of the rod, respectively, on the cylinder are related by μ(R1+R2)=(R1−R2)tanϕ where ϕ is the angle between the rod and the radius to an end of the rod.
Show further that tanθ=r2−a2(1+μ2)μr2.Deduce that λ<ϕ, where tanλ=μ.
Worked solution
Part (i): Relating R1, R2 and ϕ.
Place the rod inside the cylinder with its lower end at A and upper end at B. The cylinder exerts normal reactions R1 and R2 at A and B respectively, directed radially inward (toward the rod's ends). Since each end is a point contact on the curved inner surface, the normal at each end points along the radius to that end. Let ϕ be the angle between the rod and the radius at either end — by symmetry this is the same at both ends.
When the rod is on the point of slipping, friction is fully mobilised: F1=μR1 at A and F2=μR2 at B, both directed along the rod (opposing the tendency to slide).
Take moments about the midpoint M of the rod. The weight W acts through M and contributes nothing. Each reaction Ri acts perpendicularly to the radius, so at distance asinϕ from M; each friction Fi acts along the rod, at distance acosϕ from M. Balancing:R1⋅asinϕ=R2⋅asinϕ+F1⋅acosϕ+F2⋅acosϕ.Substitute Fi=μRi and divide through by acosϕ:(R1−R2)tanϕ=μ(R1+R2).✓Part (ii): Finding tanθ.
Geometry first: each end of the rod lies on the cylinder, so the distance from the axis O to each end is r. The midpoint M lies at distance a from each end along the rod, giving OM2=r2−a2, so cosϕ=a/r (the angle ϕ satisfies sinϕ=r2−a2/r).
Now resolve forces. Along the rod:(R1−R2)cosϕ+μ(R1+R2)sinϕ=Wsinθ.Perpendicular to the rod:(R1+R2)sinϕ−μ(R1−R2)cosϕ=Wcosθ.Divide these two equations to eliminate W:tanθ=(R1+R2)sinϕ−μ(R1−R2)cosϕ(R1−R2)cosϕ+μ(R1+R2)sinϕ.From Part (i), (R1−R2)tanϕ=μ(R1+R2), so (R1−R2)=μ(R1+R2)/tanϕ. Substitute and factor out (R1+R2)/tanϕ:tanθ=sinϕ−μcosϕ/tanϕμcosϕ/tanϕ+μsinϕ=sinϕtanϕ−μcos2ϕμcos2ϕ+μsin2ϕ=sinϕtanϕ−μcos2ϕμ.Using cosϕ=a/r: sin2ϕ=1−a2/r2, and sinϕtanϕ=sin2ϕ/cosϕ=(r2−a2)/(ar)⋅(r/a)⋅(a/r)... working more carefully:sinϕtanϕ=cosϕsin2ϕ=a/r(r2−a2)/r2=arr2−a2,μcos2ϕ=r2μa2.So the denominator is arr2−a2−r2μa2... multiply numerator and denominator of tanθ by ar2:tanθ=r2−a2−μa2⋅(r/a)⋅(a/r)μr2=r2−a2(1+μ2)μr2.✓Deduction: λ<ϕ.
From Part (i), tanϕ=μ(R1+R2)/(R1−R2). Since the rod is inclined (θ=0) the reactions are unequal with R1>R2, so (R1+R2)/(R1−R2)>1, giving tanϕ>μ=tanλ. Since ϕ,λ∈(0,π/2), this means λ<ϕ.
STEP 2 2013 · Q9
The diagram shows three identical discs in equilibrium in a vertical plane. Two discs rest, not in contact with each other, on a horizontal surface and the third disc rests on the other two. The angle at the upper vertex of the triangle joining the centres of the discs is 2θ.
The weight of each disc is W. The coefficient of friction between a disc and the horizontal surface is μ and the coefficient of friction between the discs is also μ.
Show that the normal reaction between the horizontal surface and a disc in contact with the surface is 23W.
Find the normal reaction between two discs in contact and show that the magnitude of the frictional force between two discs in contact is 2(1+cosθ)Wsinθ.
Show that if μ<2−√3 there is no value of θ for which equilibrium is possible.
Worked solution
Part (i). Consider the three-disc system as a whole. The system is in equilibrium under three external vertical forces: its total weight 3W downward, and two normal reactions N1 from the floor (one under each lower disc). By symmetry, these reactions are equal. Resolving vertically for the whole system:2N1=3W⟹N1=23W.Part (ii). Let R be the normal reaction between two discs in contact (acting perpendicular to the line joining their centres) and F the frictional force between them (acting along the common tangent, i.e. along the line of contact).
First, take moments about the centre of one of the lower discs. The only forces with a moment about this point are the friction from the floor f1 and the friction from the upper disc F. Each acts at a perpendicular distance equal to the radius r from the centre. Since all three discs are identical, the geometry is symmetric, so F=f1: all frictional forces are equal in magnitude. Call this common value F.
Now isolate one lower disc. The forces acting on it are: - Weight W downward, - Normal from floor N1=23W upward, - Friction from floor F horizontal (directed inward, toward the centre), - Normal from upper disc R (directed along the line of centres, i.e. at angle θ from the vertical, pushing outward and downward), - Friction from upper disc F (perpendicular to R, directed along the line of centres' tangent, i.e. at angle θ from the horizontal).
The line of centres makes angle θ with the vertical (since 2θ is the angle at the top vertex). The reaction R acts along this line (outward from the upper disc centre), so its components are:Rx=Rsinθ(outward),Ry=−Rcosθ(downward).The friction F from the upper disc acts perpendicular to R, directed so as to prevent slipping — it has components:Fx=−Fcosθ(inward),Fy=−Fsinθ(downward, by geometry).Resolving horizontally for the lower disc (taking outward as positive):Rsinθ−Fcosθ−F=0⟹Rsinθ=F(1+cosθ).Resolving vertically for the lower disc:N1−W−Rcosθ−Fsinθ=0⟹23W−W=Rcosθ+Fsinθ⟹2W=Rcosθ+Fsinθ.From the horizontal equation, R=sinθF(1+cosθ). Substituting into the vertical equation:2W=sinθF(1+cosθ)⋅cosθ+Fsinθ=F⋅sinθ(1+cosθ)cosθ+sin2θ=F⋅sinθcosθ+1.Thus F=2(1+cosθ)Wsinθ, as required. Substituting back, R=2sinθW⋅(1+cosθ)(1+cosθ)2⋅(1+cosθ)sinθ; more cleanly from Rsinθ=F(1+cosθ):R=sinθF(1+cosθ)=2(1+cosθ)Wsinθ⋅sinθ1+cosθ=2W.Part (iii). For equilibrium to hold, friction must not exceed μ times the normal reaction at both contact types.
At a lower disc–floor contact:F≤μN1, i.e. F≤23μW. Since F=2(1+cosθ)Wsinθ and the half-angle formula gives 1+cosθsinθ=tan(θ/2), this becomes tan(θ/2)≤3μ, which is satisfiable for any μ>0.
At a disc–disc contact:F≤μR, i.e.2(1+cosθ)Wsinθ≤μ⋅2W⟹1+cosθsinθ≤μ⟹tan(2θ)≤μ.The discs cannot overlap, so there is a geometric constraint: the lower discs must be separated, meaning θ>0. Also, the upper disc must rest on both lower discs, so θ<90∘, giving tan(θ/2)∈(0,tan45∘)=(0,1).
For the lower discs not to overlap each other (their centres are 2rsinθ apart horizontally and both at height r), they are just touching when θ=30∘. As θ→0+, tan(θ/2)→0; the infimum of tan(θ/2) over all valid θ>0 is 0+, but the discs must be strictly separated so the minimum of tan(θ/2) is approached but not attained.
Actually, the binding constraint is that the two lower discs do not touch: their centre-to-centre distance is 2rsinθ (since each centre is at distance 2r from the upper disc's centre along lines at angle θ from the vertical), and this must be ≥2r, so sinθ≥1... Re-examining: the triangle of centres is equilateral when all discs touch, giving θ=30∘. For the lower discs not to be in contact with each other, we need θ>30∘, so θ/2>15∘ and tan(θ/2)>tan15∘=2−3.
Hence for equilibrium we need μ≥tan(θ/2)>2−3. If μ<2−3, then the inequality tan(θ/2)≤μ cannot be satisfied for any θ>30∘, so no equilibrium is possible.