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STEP Maths I, II, III 1996 Solutions

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Good Job People Just one more question to do. Wont be able to make a new thread for the 1995 solutions as ill be at school all day.

However ive got the answer to STEP I Question 2 written down, most of Question 3(Probably get this out today) and most of Question 4. Oh i was able to do the first out of two parts on question 6 too.
First two parts of STEP III Question 1

cosh^4x - sinh^4x = 1/16(e^x+e^-x)^4 -1/16(e^x-e^-x)^4

= 1/16(e^x+e^-x)^2)^2

=1/16(e^2x+2+e^-2x)^2

=1/16(e^4x+2e^2x+1+2e^2x+4+2e^-2x + 1 + 2e^-2x + e^-4x)
=1/16(e^4x+4e^2x+4e^-2x+e^-4x + 6)
-1/16(e^x-e^-x)^2)^2
-1/16(e^2x-2+e^-2x)^2
-1/16(e^4x-2e^2x+1-2e^2x+4-2e^-2x+1-2e^-2x+e^-4x)
-1/16(e^4x-4e^2x-4e^-2x+6+e^-4x)

1/16(e^4x+4e^2x+4e^-2x+e^-4x + 6) - 1/16(e^4x-4e^2x-4e^-2x+6+e^-4x)

1/2e^2x+1/2e^-2x = 1/2(e^2x+e^-2x) = cosh 2x


1/16(e^4x+4e^2x+4e^-2x+e^-4x + 6) + 1/16(e^4x-4e^2x-4e^-2x+6+e^-4x)

1/8e^4x+12/16+1/8e^-4x = 1/4cosh4x + 3/4

For the next part im thinking

Adding

cosh^4x-sinh^4x = cosh2x

cosh^4x+sinh^4x = 1/4cosh4x + 3/4

to get

2cosh^4x = 1/4cosh4x + cosh2x + 3/4

so

cosh^4x = 1/8cosh4x + 1/2cosh2x + 3/8

Try to generalise this...

Or something like that however i really dont have time to investigate it further for the moment. School ruins everything :frown:.
dvs
Is it just me or is III/1 unbearably long?
I had a look at it: it doesn't seem that long to me, but it's a complete pain in the neck notation wise; I was scribbling on 2 inch square post it notes and it just got ridiculous (couldn't fit one equation on a note) so I got fed up and stopped!

Furthering my "what are they thinking with some these questions?" moaning: with a question like this it seems completely obvious how you'd go about answering it; I "know" how to get the a_n etc. The only problem is grinding through the notation without slipups. It just doesn't seem to test mathematical intuition at all.

As you show with the groups question, there are some disproportionately short questions in other areas.

Edit: Putting money where my mouth is, it does come out in well under a side with some careful choice of notation (and if you simply state the equivalent solution for sinh^2m x which I think is reasonable enough here). The special csae for the constant term is a pain though. LaTeXing this in readable format is going to be more pain than I think I can bear, however...
Step III, Q1.
cosh x = (e^x+e^-x)/2, sinh x = (e^x - e^-x)/2. To cut down on notational pain, write p = e^x, q=e^-x, C = cosh x, S =sinh x.

16C4=(p+q)4=p4+4p2+6+4q2+q4=2cosh4x+8cosh2x+616C^4 = (p+q)^4 = p^4+4p^2+6+4q^2+q^4 = 2 \cosh 4x + 8 \cosh 2x + 6
16S4=(pq)4=p44p2+64q2+q4=2cosh4x8cosh2x+616S^4 = (p-q)^4 = p^4-4p^2+6-4q^2+q^4 = 2 \cosh 4x - 8 \cosh 2x + 6

Thus C4S4=cosh2x,C4+S4=14cosh4x+34C^4 - S^4 = \cosh 2x, C^4+S^4 = \frac{1}{4}\cosh 4x + \frac{3}{4}.

Now 2nCn=(p+q)n=pn+(n1)pn2+...+(nn1)qn2+qn2^n C^n = (p+q)^n = p^n + \binom{n}{1}p^{n-2} + ... + \binom{n}{n-1}q^{n-2}+q^n.

What we'd like to do is pair off terms starting at the end and working to the middle. If n is odd this works fine, but if n is even, there's a single middle term. Write n = 2k+1 (n odd), n = 2k (n even). Then in each case, there are k terms we can pair off, but in the case of n even, there's then a constant middle term (nk) \binom {n}{k} unaccounted for.

Thus
Unparseable latex formula:

2^n C^n = \Big[ \sum_{i=0}^{k-1} \binom{n}{i} (p^{n-2i}+q^{n-2i})\Big] + R_n,\quad \text{where }R_n = \left\{ \begin{array}{ll}[br]\binom{n}{n/2} & \textrm{if $n$ even}\\[br]0 & \textrm{if $n$ odd}\end{array} \right



Thus Cn=21n[i=0k1(ni)cosh(n2i)x]+Rn/2nC^n = 2^{1-n} \Big[\sum_{i=0}^{k-1} \binom{n}{i}\cosh (n-2i)x \Big] + R_n/2^n.

So a0=Rn/2n,an2i=(ni),an2i1=0(i=0,...,k1)a_0 = R_n / 2^n, \quad a_{n-2i} = \binom{n}{i}, \quad a_{n-2i-1} = 0 (i=0,...,k-1).

The corresponding terms bnb_n for SnS^n will be bn2i=(1)ian2i,bn2i1=0b_{n-2i} = (-1)^i a_{n-2i}, b_{n-2i-1} = 0 (where the relation for the n-2i term goes right down to the constant term, if applicable - in other words if n = 2k, b0=(1)ka0b_0 = (-1)^k a_0).

Thus C2mS2m=212m[i=0m1(1(1)i)(2mi)cosh(2m2i)x]+(1(1)i)(2mm)22mC^{2m}-S^{2m} = 2^{1-2m}\Big[\sum_{i=0}^{m-1} (1-(-1)^i)\binom{2m}{i}\cosh (2m-2i)x \Big] + (1-(-1)^i)\binom{2m}{m}2^{-2m}.

C2m+S2m=212m[i=0m1(1+(1)i)(2mi)cosh(2m2i)x]+(1+(1)i)(2mm)22mC^{2m}+S^{2m} = 2^{1-2m}\Big[\sum_{i=0}^{m-1} (1+(-1)^i)\binom{2m}{i}\cosh (2m-2i)x \Big] + (1+(-1)^i)\binom{2m}{m}2^{-2m}.

Comments:

Using (1+(-1)^i) feels a little ugly, but if you want an explicit formula I'm not sure you're going to get anything better.

Again, there is really nothing to this question, other than the notational pain. It is straightforward to get to the point where you could write down C2mS2mC^{2m}-S^{2m} for a given m. It is much harder to get an explicit formula, but this is not for any deep reasons. The difficulty is in finding a way of writing down that: "terms from the end pair", "the middle term, if there is one, is a special case", and then "adding the two series for C2mS2mC^{2m}-S^{2m} leaves us with a series formed by taking twice every alternate term in the series for C2mC^{2m}". I don't even know what form the examiners were expecting for the final answer here.

You may gather I am not a fan of questions like this.
In contrast, III, Q9 is really nice:

Draw a diagram of a quarter circle, measure angle θ\theta so that θ\theta = 0 is a vertical angle. In other words, the height of the particle about the center of the sphere will be acosθ a \cos \theta .

Conservation of energy gives v2=2ga(1cosθ).v^2 = 2ga(1-\cos \theta).. Now the radial acceleration due to gravity is gcosθg \cos \theta, and the particle leaves the sphere when this acceleration is lower than the "centripetal" acceleration v2/av^2/a. So the particle leaves the plane when cosθ=2(1cosθ)    cosθ=2/3\cos \theta = 2(1 - \cos \theta) \implies \cos \theta = 2/3. At this point, v2=aC    v=2ga3v^2 = aC \implies v = \sqrt{\frac{2ga}{3}}.

Write C for cosθ\cos \theta, S for sinθ\sin \theta. Then S=53S=\frac{\sqrt{5}}{3}. When the particle leaves the plane, it's height above the ground is aC and it has travelled aS horizontally.

At this point, it has velocity components

vy=vS=532ga3=10ga27,vx=vC=232ga3=8ga27v_y = vS = \frac{\sqrt{5}}{3}\sqrt{\frac{2ga}{3}} = \sqrt{\frac{10ga}{27}},\quad v_x = vC = \frac{2}{3} \sqrt{\frac{2ga}{3}} = \sqrt{\frac{8ga}{27}}

(where vyv_y is measured downwards).

The particle still has aC = 2a/3 to fall. The time t it takes to fall this far satisfies tvy+gt2/2=2a/3tv_y+gt^2/2 = 2a/3, and so we have

12gt2+tVy2a3=0\frac{1}{2}gt^2 + t V_y - \frac{2a}{3} = 0.

Then t=Vy+vy2+4ag/3g t = \frac{-V_y + \sqrt{v_y^2+4ag/3}}{g} (taking the +ve root as t > 0).

Unparseable latex formula:

\text{so } t = \frac{1}{g}\Big[ \sqrt{\frac{10ga}{27}+\frac{4ga}{3}} - \sqrt{\frac{10ga}{27}}\Big]\\[br]=\sqrt{\frac{2a}{27g}}(\sqrt{5+18}-\sqrt{5}\Big)=\sqrt{\frac{2a}{27g}}(\sqrt{23}-\sqrt{5})



Then the horizontal distance travelled once the particle leaves the sphere is just

tVx=8ga272a27g(235)=4a23527tV_x = \sqrt{\frac{8ga}{27}}\sqrt{\frac{2a}{27g}}(\sqrt{23}-\sqrt{5}) = 4a \frac{\sqrt{23}-\sqrt{5}}{27}.

And the total distance is
aS+tVx=a53+4a23527=a9527+a4234527=a(55+423)/27.aS+tVx = a\frac{\sqrt{5}}{3} + 4a \frac{\sqrt{23}-\sqrt{5}}{27} = a \frac{9\sqrt{5}}{27} + a \frac{4\sqrt{23}-4\sqrt{5}}{27} = a (5\sqrt{5}+4\sqrt{23})/27.
Reply 65
DFranklin
You may gather I am not a fan of questions like this.

I'm not a fan either. This question was simply mean. It's the first question and looks very approachable, but once you start crunching it out it'll get painful and you will end up wasting precious time tidying everything up.
dvs
I'm not a fan either. This question was simply mean. It's the first question and looks very approachable, but once you start crunching it out it'll get painful and you will end up wasting precious time tidying everything up.


Yeah as i first thought when i did the first two parts :biggrin:. Looking at the answer to the last two parts eek! *runs away*
Reply 67
STEP I Q13
Start of by looking at the first few possibilities

n=2P=12=12(22)!n=2\:\:\: P=\frac{1}{2} = \frac{1}{2(2-2)!}

n=3P=12×23=13=13(31)!n=3\:\:\: P=\frac{1}{2}\times\frac{2}{3} = \frac{1}{3} = \frac{1}{3(3-1)!}

n=4P=12×13×34=12×4=14(42)!n=4\:\:\: P=\frac{1}{2}\times\frac{1}{3}\times\frac{3}{4} = \frac{1}{2 \times 4} = \frac{1}{4(4-2)!}

n=5P=12×13×14×45=15×3×2=15(52)!n=5\:\:\: P=\frac{1}{2}\times\frac{1}{3}\times\frac{1}{4} \times \frac{4}{5} = \frac{1}{5\times 3\times 2} = \frac{1}{5(5-2)!}

n=kP=1k(k2)!n=k\:\:\: P = \frac{1}{k(k-2)!}

Use xp(x) to find the expectation.

E(N)=r=21(r2)!=r=01r!\displaystyle E(N) = \sum_{r=2}^\infty \frac{1}{(r-2)!} = \sum_{r=0}^\infty \frac{1}{r!}

This can be evaluated either by comparing with the Taylor series of e^1 or the general term of the Poisson distribution (there may be a better way but I haven't done it yet if there is).

E(N)=e1E(N) = e^1

Var(N)=r=2r(r2)!E(X)2\displaystyle Var(N) = \sum_{r=2}^\infty \frac{r}{(r-2)!} -E(X)^2

r=2r(r2)!=2+r=3r2+2(r2)!=2+r=31(r3)!+2(r2)!\displaystyle\sum_{r=2}^\infty \frac{r}{(r-2)!} = 2 + \sum_{r=3}^\infty \frac{r - 2 + 2}{(r-2)!} = 2 + \sum_{r=3}^\infty \frac{1}{(r-3)!} + \frac{2}{(r-2)!}

From before:

2+r=01r!+2r=11r!=2+e1+2(e11)=3e1\displaystyle 2 + \sum_{r=0}^\infty \frac{1}{r!} + 2\sum_{r=1}^\infty \frac{1}{r!} = 2 + e^1 + 2(e^1 - 1) = 3e^1

Var(N)=3e1e2=e1(3e1)Var(N) = 3e^1 - e^2 = e^1(3-e^1)

Does anyone know a better way of handling these infinite series? This is the only way I could think to do it given what I've done at a level and it seems rather cumbersome.
Reply 68
STEP II Q12

P(Xj<λ)=λP(X_j < \lambda) = \lambda

P(X1X2...Xn<λ)=λnP(X_1 \cap X_2 \cap ... \cap X_n < \lambda) = \lambda^n

Unparseable latex formula:

F(x) = \begin{cases}[br] 0 & x < 0 \\[br] x^n & 0 \le x \le 1 \\[br] 1 & x > 1[br] \end{cases}



Unparseable latex formula:

f(x) = F'(x) = \begin{cases}[br] nx^{n-1} & 0 \le x \le 1 \\[br] 0 & Otherwise[br] \end{cases}



E(Y)=xf(x)dx=01nxndx=[nxn+1n+1]01=nn+1\displaystyle E(Y) = \int_{-\infty}^\infty xf(x) \,dx = \int_0^1 nx^n \,dx = \left[\frac{nx^{n+1}}{n+1}\right]_0^1 = \frac{n}{n+1}

E(Y2)=x2f(x)dx=01=nxn+1dx=[nxn+2n+2]01=nn+2\displaystyle E(Y^2) = \int_{-\infty}^\infty x^2f(x) \,dx = \int_0^1 = nx^{n+1} \,dx = \left[\frac{nx^{n+2}}{n+2}\right]_0^1 = \frac{n}{n+2}

Var(Y)=E(Y2)E(Y)2=nn+2n2(n+1)2=n(n+1)2n2(n+2)(n+1)2(n+2)=n(n2+2n+1n22n)(n+1)2(n+2)Var(Y) = E(Y^2) - E(Y)^2 = \frac{n}{n+2} - \frac{n^2}{(n+1)^2} = \frac{n(n+1)^2 - n^2(n+2)}{(n+1)^2(n+2)} = \frac{n(n^2 + 2n + 1 - n^2 - 2n)}{(n+1)^2(n+2)}

Var(Y)=n(n+1)2(n+2)Var(Y) = \frac{n}{(n+1)^2(n+2)}

ii) T = Life Span of Neon Light
P(Tt)=1etλP(T \le t) = 1 - e^{-\frac{t}{\lambda}}

P(Tt)=etλP(T \ge t) = e^{-\frac{t}{\lambda}}

Let U be the smallest of T1, T2, ..., Tn.

U > k => Tj > k for 1 <= j <= n

P(Ut)=(etλ)n=entλP(U \ge t) = \left(e^{-\frac{t}{\lambda}}\right)^n = e^{-\frac{nt}{\lambda}}

F(t)=P(Ut)=1entλF(t) = P(U \le t) = 1 - e^{-\frac{nt}{\lambda}}

f(t)=F(t)=nentλλf(t) = F'(t) = \frac{ne^{-\frac{nt}{\lambda}}}{\lambda}

E(U)=0ntentλλdt=[tentλ]0+0entλdt=[λentλn]0\displaystyle E(U) = \int_0^\infty \frac{nte^{-\frac{nt}{\lambda}}}{\lambda} \,dt = \left[-te^{-\frac{nt}{\lambda}}\right]_0^\infty + \int_0^\infty e^{-\frac{nt}{\lambda}} \,dt = \left[\frac{-\lambda e^{-\frac{nt}{\lambda}}}{n}\right]_0^\infty

E(U)=λnE(U) = \frac{\lambda}{n}

I think that's right but I'm not 100% confident.
If it reassures you, I think these last 2 answers are correct, and I don't think there's anything better you could have done with summing the series in the first question either.
Step III, 1996, Q13.

This is basically "bookwork" from the Part IA tripos, but it's kind of cute.

I won't bother with the E(aX+b), Var(aX+b) stuff as that is totally standard stuff.

The first part of the question is a famous inequality by Tchebyshev (many spellings!). Write E for E(X), V for Var(X).

V=pi(xiE)2.V = \sum p_i (x_i-E)^2. Then ViSpi(xiE)2 V \ge \sum_{i\in S} p_i (x_i-E)^2, where S={i:xiEλ}S = \{i : |x_i-E| \ge \lambda\}. In other words, if we only sum the terms where xiEλ|x_i-E| \ge \lambda, we can't end up with more than the original sum over all terms (since each term is positive).

Now xiEλ    (xiE)2λ2|x_i-E| \ge \lambda \implies (x_i-E)^2 \le \lambda^2. So

Unparseable latex formula:

[br]V &=& \sum p_i (x_i-E)^2 \ge \sum_{i\in S} p_i (x_i-E)^2 \ge \sum_{i\in S} p_i \lambda^2



Unparseable latex formula:

= \lambda^2 \sum_{i\in S} p_i = = \lambda^2 \bbold{P}(|X-E|\ge\lambda^2)

.

Dividing by λ2\lambda^2 gives the first result.

For the 2nd part, we want an overestimate for V, rather than an underestimate.

So if xiEλ|x_i-E|\ge\lambda, we'll substitute k2k^2 for (xiE)2(x_i - E)^2 (since xiEk|x_i-E|\le k for all i). And if xiEλ|x_i-E|\le \lambdawe'll substitute λ2\lambda^2 for (xiE)2(x_i - E)^2. So we have:

V=pi(xiE)2=iSpi(xiE)2+i∉Spi(xiE)2\displaystyle V = \sum p_i (x_i-E)^2 = \sum_{i\in S} p_i (x_i-E)^2 + \sum_{i \not \in S} p_i (x_i-E)^2
iSpik2+i∉Spiλ2\le \sum_{i\in S} p_i k^2 + \sum_{i \not \in S} p_i \lambda^2

=Pk2+(1P)λ2 = Pk^2+(1-P)\lambda^2, where
Unparseable latex formula:

P = \bbold{P}(|X-E|\ge\lambda^2)

.

Unparseable latex formula:

\displaystyle[br]\text{So } V\le Pk^2+(1-P)\lambda^2 = \lambda^2 + P(k^2-\lambda^2)\\[br]\implies P \ge \frac{V-\lambda^2}{k^2-\lambda^2}\text{ as required.}

STEP III, 1996, Q10 - another very nice mechanics question. This one really does need a diagram though (attached).

Most of the forces should be self explanatory, but I'll add a few words. Firstly, I'll refer to the top log as L1 and the bottom log as L2. All contact forces are resolved into components parallel and perpendicular to the slope. R is the reaction between the two cylinders. F is the frictional force between the two cylinders, F acts clockwise on L1, anticlockwise on L2. A is the point of contact of L1 with the slope, B is the point of contact of L2 with the slope.

Taking moments about A: W1sinαRF=0W_1 \sin \alpha - R - F = 0.
Taking moments about B: W2sinα+RF=0W_2 \sin \alpha + R - F = 0.

Adding and subtracting gives: 2R=(W1W2)sinα,2F=(W1+W2)sinα2R = (W_1-W_2)\sin \alpha,\quad 2F = (W_1+W_2)\sin \alpha.

Now R0R\ge 0, and in fact, since W1sinα>0W_1 \sin \alpha > 0 and FμR,R0 and so R>0F \le \mu R, \quad R\neq0 \text{ and so }R>0. Thus W1>W2W_1 > W_2, which is (i).

Again, using FμRF \le \mu R, we have μFR=W1+W2W1W2\mu \ge \frac{F}{R} = \frac{W1+W2}{W1-W2}, which is (ii).

For (iii), take moments about the centers of L1, L2 to see that F1=F2=FF_1 = F_2 = F.

Now resolve for L1 perpendicular to the slope: W1cosα=R1+F    R1=W1cosαFW_1 \cos \alpha = R_1 + F \implies R_1 = W_1 \cos \alpha - F

Now F1μ1R1F_1 \le \mu_1 R_1, and so since F1=FF_1 = F we have:
Unparseable latex formula:

\displaystyle[br]\mu_1 \ge \frac{F}{R_1} = \left(\frac{W_1 \cos \alpha - F}{F}\right)^{-1}= \left(\frac{W_1 \cos \alpha}{F} - 1\right)^{-1}\\[br]=\left(\frac{2W_1 \cos \alpha}{(W_1+W_2)\sin \alpha} - 1\right)^{-1} = \left(\frac{2W_1 \cot \alpha}{W_1+W_2} - 1\right)^{-1}

.

Similarly resolving for L2 gives W2cosα=R2F    R1=W2cosα+FW_2 \cos \alpha = R_2 - F \implies R_1 = W_2 \cos \alpha + F and the same calculations to the above give

μ2(2W2cotαW1+W2+1)1\displaystyle \mu_2 \ge \left(\frac{2W_2 \cot \alpha}{W_1+W_2} + 1\right)^{-1}

Comment: The difficult thing with this question is drawing a sensible diagram and working out where to get started. But once you get going, there are lots of useful relationships around. I'm particularly impressed by the fact the question doesn't need any advanced knowledge: all I've done is resolve forces, take moments, and use the basic definition for friction.
DFranklin
STEP III, 1996, Q10 - another very nice mechanics question. This one really does need a diagram though (attached).

Most of the forces should be self explanatory, but I'll add a few words. Firstly, I'll refer to the top log as L1 and the bottom log as L2. All contact forces are resolved into components parallel and perpendicular to the slope. R is the reaction between the two cylinders. F is the frictional force between the two cylinders, F acts clockwise on L1, anticlockwise on L2. A is the point of contact of L1 with the slope, B is the point of contact of L2 with the slope.

Taking moments about A: W1sinαRF=0W_1 \sin \alpha - R - F = 0.
Taking moments about B: W2sinα+RF=0W_2 \sin \alpha + R - F = 0.

Adding and subtracting gives: 2R=(W1W2)sinα,2F=(W1+W2)sinα2R = (W_1-W_2)\sin \alpha,\quad 2F = (W_1+W_2)\sin \alpha.

Now R0R\ge 0, and in fact, since W1sinα>0W_1 \sin \alpha > 0 and FμR,R0 and so R>0F \le \mu R, \quad R\neq0 \text{ and so }R>0. Thus W1>W2W_1 > W_2, which is (i).

Again, using FμRF \le \mu R, we have μFR=W1+W2W1W2\mu \ge \frac{F}{R} = \frac{W1+W2}{W1-W2}, which is (ii).

For (iii), take moments about the centers of L1, L2 to see that F1=F2=FF_1 = F_2 = F.

Now resolve for L1 perpendicular to the slope: W1cosα=R1+F    R1=W1cosαFW_1 \cos \alpha = R_1 + F \implies R_1 = W_1 \cos \alpha - F

Now F1μ1R1F_1 \le \mu_1 R_1, and so since F1=FF_1 = F we have:
Unparseable latex formula:

\displaystyle[br]\mu_1 \ge \frac{F}{R_1} = \left(\frac{W_1 \cos \alpha - F}{F}\right)^{-1}= \left(\frac{W_1 \cos \alpha}{F} - 1\right)^{-1}\\[br]=\left(\frac{2W_1 \cos \alpha}{(W_1+W_2)\sin \alpha} - 1\right)^{-1} = \left(\frac{2W_1 \cot \alpha}{W_1+W_2} - 1\right)^{-1}

.

Similarly resolving for L2 gives W2cosα=R2F    R1=W2cosα+FW_2 \cos \alpha = R_2 - F \implies R_1 = W_2 \cos \alpha + F and the same calculations to the above give

μ2(2W2cotαW1+W2+1)1\displaystyle \mu_2 \ge \left(\frac{2W_2 \cot \alpha}{W_1+W_2} + 1\right)^{-1}

Comment: The difficult thing with this question is drawing a sensible diagram and working out where to get started. But once you get going, there are lots of useful relationships around. I'm particularly impressed by the fact the question doesn't need any advanced knowledge: all I've done is resolve forces, take moments, and use the basic definition for friction.

Nice work. As you mention you done some of this stuff 20 years ago i just wondered what you do, apart from visit forums, to keep your maths level up? I want to but find it a real struggle ploughing through books just for personal reasons! I need some exams at the end of it to motivate.

edit: should say university level, the A-level stuff i can still manage (on a good day :smile: ) but find it harder to do the uni stuff.
evariste
Nice work. As you mention you done some of this stuff 20 years ago i just wondered what you do, apart from visit forums, to keep your maths level up?
Not a lot, really - that's why I'm doing this, I guess. I'm somewhat a frustrated academic - always expected to go into lecturing but it didn't happen. My real job is in computer graphics; some math involved there but not a whole lot. It pays a lot better than academia though!

edit: should say university level, the A-level stuff i can still manage (on a good day :smile: ) but find it harder to do the uni stuff.
It's similar here. There's some stuff I remember well from university, particularly analysis, which was always my best subject. Other stuff is more variable. These STEP mechanics questions really don't require much "knowledge", so I find them surprisingly accessible considering I've done no mechanics since A-level (other than a few bits of simulation for graphics work).

But going through the STEP pure, it's funny what "blank" spots I've found in my memory. All the "sin A sin B = ..." formulae, for example, which I've not had occasion to use more-or-less since A level. You're definitely expected to know them for STEP!
I've got most of the mechanics done, I'll try and type some more up tomorrow. For now:

STEP I Q11

Let t1 be the time at which the particle has travelled a horizontal distance c at which time the height is h, let t2 be the time at which the particle has travelled a horizontal distance c+d at which time the height is zero. Then:

vt1cosα=cvt_1\cos\alpha = c, vt1sinα12gt12=hvt_1\sin\alpha - \frac{1}{2}gt_1^2=h
So t1=cvcosαt_1=\frac{c}{v\cos\alpha}. Substitute into the second equation giving ctanαgc22v2cos2α=hc\tan\alpha - \frac{gc^2}{2v^2\cos^2\alpha}=h. Rearrange to get g2v2cos2α=ctanαhc2\frac{g}{2v^2\cos^2\alpha} = \frac{c\tan\alpha - h}{c^2} - call this equation (1).

And also vt2cosα=c+dvt_2\cos\alpha=c+d, vt2sinα=12gt2vt_2\sin\alpha = \frac{1}{2}gt^2. So t2=c+dvcosαt_2 = \frac{c+d}{v\cos\alpha}. Substitute into the second equation giving (c+d)tanα=g(c+d)22v2cos2α(c+d)\tan\alpha = \frac{g(c+d)^2}{2v^2\cos^2\alpha}. Rearrange to get g2v2cos2α=tanαc+d\frac{g}{2v^2\cos^2\alpha} = \frac{\tan\alpha}{c+d} - call this equation (2).

Combine (1) and (2) to get:
tanαc+d=ctanαhc2\frac{\tan\alpha}{c+d} = \frac{c\tan\alpha - h}{c^2}. Rearrange to get tanα=h(c+d)cd\tan\alpha = \frac{h(c+d)}{cd}, QED.

Go back to equation (1), and substitute in what we just found for tan(alpha). This gives:
h(c+d)dgc2sec2α2v2=h\frac{h(c+d)}{d} - \frac{gc^2\sec^2\alpha}{2v^2} = h
v2=gc2dsec2α2h(c+d)hdv^2 = \frac{gc^2d\sec^2\alpha}{2h(c+d)-hd}
v2=gc2d(1+tan2α)2h(c+d)hdv^2 = \frac{gc^2d(1+\tan^2\alpha)}{2h(c+d)-hd}
Substitute in tan(alpha) again, to get:
v2=gcd2h+gh(c+d)22cdv^2 = \frac{gcd}{2h} + \frac{gh(c+d)^2}{2cd}
v2=g2(cdh+(c+d)2hcd)v^2 = \frac{g}{2}(\frac{cd}{h} + \frac{(c+d)^2h}{cd}),QED.
STEP III,Q11. Having spent ages doing a diagram, I realise I've written α\alpha for θ\theta in it and I can't be bothered to change it now (sorry). The diagram is pretty essential for this question; there are a lot of relevant angles to be marked. So many, in fact, that I introduced β=π/2α\beta=\pi/2 - \alpha just to get things to fit. Anyhow, on with the show, so to speak...

First thing to notice (or in my case, dimly recall from geometry that you did at GCSE and never looked at since!), is that ABC\angle ABC is a right angle. So AB=2acosθ,BC=2asinθAB = 2a \cos \theta, BC = 2a \sin \theta

(N.B. this is the geometrical equivalent of the (1+cos2θ)2+sin22θ=2cosθ,(1cos2θ)2+sin22θ=2sinθ\sqrt{(1 + \cos 2\theta)^2+\sin^2 2\theta} = 2 \cos \theta, \quad \sqrt{(1 - \cos 2\theta)^2+\sin^2 2\theta} = 2 \sin \theta identities that pop up a lot in STEP).

So the tensions TAB,TBCT_{AB}, T_{BC} in the strings are given by TAB=λ(2cosθ1),TBC=λ(2sinθ1)T_{AB} = \lambda (2 \cos\theta - 1), T_{BC} = \lambda (2 \sin\theta - 1).

Let O be the center of the circle, and put ϕ=AOB\phi = \angle AOB. Then ϕ=π2θ\phi = \pi - 2\theta.

Resolving along the circumference of the circle (i.e. resolve along the tangent at B), in the direction of increasing ϕ\phi (as marked in the diagram), we get a net force of:
TBCcosθTABsinθ+mgsinϕT_{BC}\cos \theta - T_{AB} \sin\theta + mg \sin \phi

=λ(sinθcosθ)+mgsin2θ=\lambda(\sin \theta - \cos \theta) + mg \sin 2\theta

Thus maϕ¨=λ(sinθcosθ)+mgsin2θma\ddot{\phi} = \lambda(\sin \theta - \cos \theta) + mg \sin 2\theta. Since ϕ=π2θ\phi = \pi - 2\theta we have, ϕ¨=2θ¨\ddot{\phi} = -2\ddot{\theta}, giving

2maθ¨=λ(cosθsinθ)mgsin2θ2ma\ddot{\theta} = \lambda(\cos \theta - \sin \theta) - mg \sin 2\theta as required.

From here, it's all pretty much plain sailing: sinθ=35,cosθ=45    sin2θ=23545=2425\sin \theta = \frac{3}{5}, \cos \theta = \frac{4}{5} \implies \sin 2\theta = 2 \frac{3}{5}\frac{4}{5} = \frac{24}{25}. At equilibrium, θ¨=0\ddot{\theta} = 0, so we must have:

λ(4535)=2425mg    5λ=24mg\lambda(\frac{4}{5}-\frac{3}{5}) = \frac{24}{25} mg \implies 5 \lambda = 24 mg. Substituting this value back in, we have:
10maθ¨=24mg(cosθsinθ)5mgsin2θ10ma\ddot{\theta} = 24mg(\cos \theta - \sin \theta) - 5mg \sin 2\theta

    5aθ¨=12g(cosθsinθ)5gsinθcosθ\implies 5a\ddot{\theta} = 12g(\cos \theta - \sin \theta) - 5g \sin \theta \cos \theta

We want to examine the behaviour for small variations about the equilibrium point, so set α=sin135\alpha = \sin^{-1}\frac{3}{5} and write θ=α+δ\theta = \alpha + \delta, where δ\delta is small.

Then we have 5aδ¨=12g(cos(α+δ)sin(α+δ))5gsin(α+δ)cos(α+δ)5a\ddot{\delta} = 12g(\cos (\alpha+ \delta) - \sin (\alpha+ \delta)) - 5g \sin (\alpha+ \delta) \cos (\alpha+ \delta)

Now up to terms of order δ,\delta, we have sinδδ,cosδ1\sin \delta \approx \delta, \cos \delta \approx 1. So
sin(α+δ)sinαcosδ+cosαsinδ=3+4δ5\sin(\alpha+\delta) \approx \sin \alpha \cos \delta + \cos \alpha \sin \delta = \frac{3+4\delta}{5}

cos(α+δ)cosαcosδsinαsinδ=43δ5\cos(\alpha+\delta) \approx \cos \alpha \cos \delta - \sin \alpha \sin \delta = \frac{4-3\delta}{5}

And then sin(α+δ)cos(α+δ)(3+4δ)(43δ)2512+7δ25\sin(\alpha+\delta)\cos(\alpha+\delta) \approx \frac{(3+4\delta)(4-3\delta)}{25} \approx \frac{12+7\delta}{25}

Putting all this together, we have:

5agδ¨=125(43δ34δ)15(12+7δ)\frac{5a}{g} \ddot{\delta} = \frac{12}{5}(4-3\delta-3-4\delta) - \frac{1}{5}(12+7\delta)

    25agδ¨=12(17δ)(12+7δ)=91δ\implies \frac{25a}{g} \ddot{\delta} = 12(1-7\delta) - (12+7\delta) = -91 \delta

    δ¨=91g25aδ\implies \ddot{\delta} = -\frac{91g}{25a} \delta

Thus the oscillations have period 2π25a91g2\pi \sqrt{\frac{25a}{91g}}.

Comment: This question looks a lot worse than it is. I found the most difficult part was keeping track of all the angles when resolving etc. The 2nd half looks long when written out but really didn't take very long in practice.
STEP III, 1996, Q14.

Expected number of punctures = αT\alpha T.

p(repairing puncture at time t+δtt + \delta t) = p(repairing puncture at time t and didn't finish repairing it by time t+δtt + \delta t) + p(not repairing puncture at time t and got a puncture by time t+δtt + \delta t) = p(t)(1βδt)+(1p(t))αδtp(t)(1-\beta \delta t) + (1-p(t))\alpha \delta t.

So p(t+δt)=p(t)+(α(1p(t))βp(t))δtp(t+\delta t) = p(t) + (\alpha (1-p(t)) - \beta p(t)) \delta t
    dpdt=α(1p)βp=α(α+β)p\implies \frac{dp}{dt} = \alpha(1-p) - \beta p =\alpha -(\alpha+\beta)p

Put p(t)=αα+β(1e(α+β)t)p(t) = \frac{\alpha}{\alpha+\beta}(1-e^{-(\alpha+\beta)t}).
Then p(t)=αα+β(α+β)e(α+β)tp'(t) = \frac{\alpha}{\alpha+\beta}(\alpha+\beta)e^{-(\alpha+\beta)t}
=(α+β)αα+β((e(α+β)t1)+1) = (\alpha+\beta)\frac{\alpha}{\alpha+\beta}((e^{-(\alpha+\beta)t}-1)+1)
=(α+β)p(t)+α-(\alpha+\beta)p(t)+\alpha.

So the given function p(t) satisfies the differential equation. The initial condition is p(0) = 0 (since the bike starts in working order), and we see the given function satisfies this as well (as e^0 = 1).

Expected time spent mending punctures ET=0Tp(t)dtE_T = \int_0^T p(t) dt
=αα+β0T1e(α+β)tdt = \frac{\alpha}{\alpha+\beta} \int_0^T 1 - e^{-(\alpha+\beta)t} dt
=αα+β[t+e(α+β)tα+β]0T = \frac{\alpha}{\alpha+\beta} \left[ t + \frac{e^{-(\alpha+\beta)t}}{\alpha+\beta}\right]_0^T
=αα+β(T+e(α+β)T1α+β) = \frac{\alpha}{\alpha+\beta} (T + \frac{e^{-(\alpha+\beta)T} - 1}{\alpha+\beta})

When (α+β)T(\alpha+\beta)T is small, e(α+β)(1(α+β)T+(α+β)2T22)e^{-(\alpha+\beta)} \approx (1 - (\alpha+\beta)T+ (\alpha+\beta)^2 \frac{T^2}{2}) (+ terms in ((α+β)T)3((\alpha+\beta)T)^3 and higher).

So ET/T1Tαα+β(T+1(α+β)T+(α+β)2T2/21α+β)E_T / T \approx \frac{1}{T} \frac{\alpha}{\alpha+\beta}(T+\frac{1- (\alpha+\beta)T+ (\alpha+\beta)^2 T^2/2 -1}{\alpha+\beta})
=1Tαα+β((α+β)2T2/2α+β)=αT2 = \frac{1}{T} \frac{\alpha}{\alpha+\beta} (\frac{(\alpha+\beta)^2T^2/2}{\alpha+\beta}) = \frac{\alpha T}{2} as required.

For the case when T(α+β)T(\alpha+\beta) is large, put S=T(α+β)S = T(\alpha+\beta).

ET/T=αα+β(1+e(α+β)T1T(α+β))E_T/T = \frac{\alpha}{\alpha+\beta} (1 + \frac{e^{-(\alpha+\beta)T} - 1}{T(\alpha+\beta)})
=αα+β(1+eS1S= \frac{\alpha}{\alpha+\beta}(1 + \frac{e^{-S}-1}{S}
Then since eSS0,1S0 as S\frac{e^{-S}}{S} \to 0, \frac{1}{S} \to 0 \text{ as } S \to \infty, we have

ET/Tαα+βE_T/T \approx \frac{\alpha}{\alpha+\beta} when S (=T(α+β)= T(\alpha+\beta)) is large.
Reply 77
STEP I Q9

The first part just uses conservation of energy, and if we call the point at which the rope becomes taught B (which is actually the at the point of natural length) then

PE at A = KE at B

mgl=12mv2mgl = \frac{1}{2}mv^2
So v=(2gl) v= \sqrt (2gl)

For the second part, if we call the lowest point she reaches C, and if she only just avoids hitting the ground, that means her kinetic energy at C must be zero, so with these lengths

AC=hAC = h
BC=hlBC = h-l

and by the conservation of energy:

PE at A = Elastic Potential Energy at C

mgh=mg2kl(hl)2mgh = \frac{mg}{2kl}(h-l)^2
2klh=(hl)22klh= (h-l)^2
h22hl(k+1)+l2=0h^2 -2hl(k+1) +l^2 = 0

Solving this for h gives
h=l(k+1)±l(k2+2k)h = l(k+1) \pm l\sqrt(k^2+2k)

But considering that h>l h>l

h=l(k+1)+l(k2+2k)h = l(k+1) + l\sqrt(k^2+2k)

Finally, the maximum speed occurs when dvdt=0\frac{dv}{dt} = 0 . Suppose this occurs at a point D

By Newton Two, which says
mgT=mamg - T = ma

We must have
T=mg T=mg

If we call the extension at D x1x_1 then
mg=mgx1kl mg = \frac{mgx_1}{kl}
x1=kl x_1 = kl

So length AD=kl+l=l(k+1) AD = kl + l = l(k+1)

Using conservation of energy again:

PE at A = KE at D + Elastic Potential Energy at D

mgl(k+1)=12mv2+mgl2k22hl mgl(k+1) = \frac{1}{2}mv^2 + \frac{mgl^2k^2}{2hl}
v2=2gl(1+k)gkl v^2 = 2gl(1+k) - gkl
v2=(k+2)gl v^2 = (k+2)gl
Reply 78
Speleo
STEP II Question 5

u = z + 1/z
z^4 + z^3 + z^2 + z + 1 = 0
z^2 + z + 1 + 1/z + 1/z^2 = 0
1 + u + u^2 - 2 = 0
u^2 + u - 1 = 0
u = [-1 +- rt5]/2
z^2 + z[1 -+ rt5]/2 + 1 = 0
z = {[-1 +- rt5]/2 +- sqrt[[-1 +- rt5]^2/4 - 4]}/2
z = -(1/4) +- rt(5)/4 +- (1/2)sqrt[-(5/2) -+ (1/2)rt5]
z =
-(1/4) + rt(5)/4 + (1/2)sqrt[-(5/2) - (1/2)rt5]
-(1/4) + rt(5)/4 - (1/2)sqrt[-(5/2) - (1/2)rt5]
-(1/4) - rt(5)/4 + (1/2)sqrt[-(5/2) + (1/2)rt5]
-(1/4) - rt(5)/4 - (1/2)sqrt[-(5/2) + (1/2)rt5]

z^4 + z^3 + z^2 + z + 1 = 0
z^4 + z^3 + z^2 + z = -1

z^5 + z^4 + z^3 + z^2 + z = 0
z^5 - 1 = 0

z = cis(2pi/5), cis(4pi/5), cis(6pi/5), cis(8pi/5)
cos(2pi/5) = Re(z) = [-1 + rt5]/4 (look at cos graph for sign)
sin(2pi/5) = Im(z) =(1/2)sqrt.../i = (1/2)sqrt[(5/2) + (1/2)rt5] = (1/4)sqrt(10 + 2rt5) (see graph to see which is which)


I am a bit confused why do you have to divide by i to get the im(z) part at the end. Also, isn't z real as can be seen from the first part?
Reply 79
datr
STEP I Q13

E(N)=e1E(N) = e^1

Var(N)=r=2r(r2)!E(X)2\displaystyle Var(N) = \sum_{r=2}^\infty \frac{r}{(r-2)!} -E(X)^2

r=2r(r2)!=2+r=3r2+2(r2)!=2+r=31(r3)!+2(r2)!\displaystyle\sum_{r=2}^\infty \frac{r}{(r-2)!} = 2 + \sum_{r=3}^\infty \frac{r - 2 + 2}{(r-2)!} = 2 + \sum_{r=3}^\infty \frac{1}{(r-3)!} + \frac{2}{(r-2)!}

From before:

2+r=01r!+2r=11r!=2+e1+2(e11)=3e1\displaystyle 2 + \sum_{r=0}^\infty \frac{1}{r!} + 2\sum_{r=1}^\infty \frac{1}{r!} = 2 + e^1 + 2(e^1 - 1) = 3e^1

Var(N)=3e1e2=e1(3e1)Var(N) = 3e^1 - e^2 = e^1(3-e^1)


I don't understand how r=2r(r2)!=2+r=01r!+2r=11r!=3e1\displaystyle\sum_{r=2}^\infty \frac{r}{(r-2)!} = 2 + \sum_{r=0}^\infty \frac{1}{r!} + 2\sum_{r=1}^\infty \frac{1}{r!} = 3e^1

I get why the middle bit equals the right hand side, but I didn't follow how the left hand side equals the middle bit.

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