MATH 141 Calculus 2 • McGill University, Montreal

Corrected exercises: moments, centres of mass and hydrostatic force (MATH 141)

This is the corrected exercise set for the chapter on moments, centres of mass and hydrostatic force in MATH 141, Calculus 2, the second calculus course at McGill University. It follows section 8.3 of Stewart. Every number is chosen to be done by hand, as on the final: the integrals are polynomial or reduce to a known area, ρg\rho g is kept as a symbol or taken as 98009800 N/m3^3 with data that divide cleanly, and a decimal only appears as an order of magnitude.

The thread running through the whole set: every quantity of the chapter is a sum of PIECES times their ARM. Slice first, then ask the slice two questions: how much is there, and how far is it. For a moment the arm is the distance to the AXIS, which is why MxM_x is built from yy; for a hydrostatic force the arm is the depth below the SURFACE; and a strip's arm is taken at its MIDDLE, which is where 12(f2−g2)\frac{1}{2}(f^2 - g^2) comes from. The two halves of the chapter meet in one formula: the force on a vertical plate is ρg\rho g times the depth of its centroid times its area.

The traps named explicitly in the solutions: MxM_x computed with the xx-coordinates, the plain average of positions taken for a centre of mass, yˉ=1A∫f dx\bar{y} = \frac{1}{A}\int f\,dx (which always returns 11), 12(f−g)2\frac{1}{2}(f - g)^2 in place of 12(f2−g2)\frac{1}{2}(f^2 - g^2), the average of two centroids for a composite plate, the depth measured from the bottom, the pressure taken at the deepest point, the factor 1sin⁡θ\frac{1}{\sin\theta} forgotten on an inclined plate, and Pappus used with an axis that cuts the region or with the distance to the origin.

10 corrected exercises • 100 points • 150 minutes

Revision sheet for this chapter → Every MATH 141 chapter →

Course recap

  • • Point masses: m=∑mim = \sum m_i, My=∑mixiM_y = \sum m_i x_i, Mx=∑miyiM_x = \sum m_i y_i, xˉ=Mym\bar{x} = \frac{M_y}{m}, yˉ=Mxm\bar{y} = \frac{M_x}{m}. The subscript names the AXIS.
  • • Uniform plate between ff (top) and gg on [a,b][a, b]: A=∫ab(f−g) dxA = \int_a^b (f - g)\,dx, My=∫abx(f−g) dxM_y = \int_a^b x(f - g)\,dx, Mx=∫ab12(f2−g2) dxM_x = \int_a^b \frac{1}{2}(f^2 - g^2)\,dx; the density cancels.
  • • Symmetry principle: a uniform plate symmetric about a line has its centroid on that line. Composite plates: add the MOMENTS, subtract those of a hole.
  • • Pappus: a region of area AA on one side of an axis ℓ\ell, with centroid at distance dd from ℓ\ell, sweeps a volume V=2πdAV = 2\pi d A.
  • • Pressure at depth xx: P=ρgxP = \rho g x, with ρg=9800\rho g = 9800 N/m3^3 for water (in imperial units, δ=62.5\delta = 62.5 lb/ft3^3 and P=δxP = \delta x).
  • • Force on a vertical plate of width w(x)w(x) at depth xx: F=∫ρg x w(x) dx=ρg dˉ AF = \int \rho g\,x\,w(x)\,dx = \rho g\,\bar{d}\,A, with dˉ\bar{d} the depth of the centroid.

Part A: the basics (/50)

Exercise 1: Point masses: the moment about an axis uses the distance to that axis

A light rod lies along the xx-axis and carries three point masses: 44 kg at x=−3x = -3, 22 kg at x=1x = 1 and 66 kg at x=3x = 3 (positions in metres). The moment of a system about the origin is M=∑mixiM = \sum m_i x_i, and its centre of mass is xˉ=M/m\bar{x} = M/m, where m=∑mim = \sum m_i is the total mass.

In the plane, a system of point masses mim_i at (xi,yi)(x_i, y_i) has two moments: My=∑mixiM_y = \sum m_i x_i about the yy-axis and Mx=∑miyiM_x = \sum m_i y_i about the xx-axis.

4 kg2 kg6 kg-3013x (m)
  • a) Compute the total mass, the moment about the origin and the centre of mass xˉ\bar{x} of the rod.
  • b) A fourth mass of 44 kg is attached so that the centre of mass moves to the origin. Where must it go? Then explain why the average of the three positions, −3+1+33=13\frac{-3 + 1 + 3}{3} = \frac{1}{3}, is not the centre of mass found in a).
  • c) Three masses lie in the plane: 33 kg at (1,2)(1, 2), 11 kg at (−2,4)(-2, 4) and 22 kg at (3,−1)(3, -1). Compute MxM_x, MyM_y and the centre of mass (xˉ,yˉ)(\bar{x}, \bar{y}).
  • d) Explain why MxM_x is built from the yy-coordinates, and say what a student who swaps the two moments would report in c).
  • e) Show that the moment of the rod of a) about its own centre of mass, ∑mi(xi−xˉ)\sum m_i (x_i - \bar{x}), is zero, and decide which way the rod tips if it rests on a pivot at x=1x = 1.
Show the solution

Answers

  • a) m=12m = 12 kg, M=8M = 8 kg m, xˉ=23\bar{x} = \frac{2}{3} m.
  • b) At x=−2x = -2. The plain average ignores the masses; the centre of mass weights each position by its mass.
  • c) Mx=8M_x = 8, My=7M_y = 7, (xˉ,yˉ)=(76,43)(\bar{x}, \bar{y}) = \left(\frac{7}{6}, \frac{4}{3}\right).
  • d) The arm for a rotation about the xx-axis is the distance to that axis, ∣y∣|y|. The swap gives (43,76)\left(\frac{4}{3}, \frac{7}{6}\right), the mirror image in y=xy = x.
  • e) 4(−113)+2(13)+6(73)=04\left(-\frac{11}{3}\right) + 2\left(\frac{1}{3}\right) + 6\left(\frac{7}{3}\right) = 0. About x=1x = 1 the moment is −4-4: the left end goes down.

a) The total mass is m=4+2+6=12m = 4 + 2 + 6 = 12 kg. Each mass contributes its mass times its signed position: M=4(−3)+2(1)+6(3)=−12+2+18=8M = 4(-3) + 2(1) + 6(3) = -12 + 2 + 18 = 8 kg m. Then xˉ=Mm=812=23\bar{x} = \frac{M}{m} = \frac{8}{12} = \frac{2}{3} m. The sign of each xix_i matters: the 44 kg mass on the left pulls the moment DOWN by 1212, and dropping that minus sign would give M=32M = 32 and xˉ=83\bar{x} = \frac{8}{3}, far too close to the right end for a system with 44 kg pulling on the far left.

b) With a fourth mass of 44 kg at x=px = p, the new moment is 8+4p8 + 4p and the new total mass is 1616. The centre of mass is at the origin exactly when the MOMENT is zero, so 8+4p=08 + 4p = 0 and p=−2p = -2. Check: 4(−3)+2(1)+6(3)+4(−2)=04(-3) + 2(1) + 6(3) + 4(-2) = 0. The average 13\frac{1}{3} treats the three masses as equal: it is the centre of mass of three EQUAL masses at those positions, not of these ones. The 66 kg mass at x=3x = 3 weighs three times as much as the 22 kg mass, so it drags xˉ\bar{x} to the right, from 13\frac{1}{3} to 23\frac{2}{3}. The centre of mass is a WEIGHTED average: xˉ=∑mixi∑mi\bar{x} = \frac{\sum m_i x_i}{\sum m_i}, and the weights are the masses.

c) Total mass m=3+1+2=6m = 3 + 1 + 2 = 6 kg. About the yy-axis the arm is the xx-coordinate: My=3(1)+1(−2)+2(3)=3−2+6=7M_y = 3(1) + 1(-2) + 2(3) = 3 - 2 + 6 = 7. About the xx-axis the arm is the yy-coordinate: Mx=3(2)+1(4)+2(−1)=6+4−2=8M_x = 3(2) + 1(4) + 2(-1) = 6 + 4 - 2 = 8. Then xˉ=Mym=76\bar{x} = \frac{M_y}{m} = \frac{7}{6} and yˉ=Mxm=86=43\bar{y} = \frac{M_x}{m} = \frac{8}{6} = \frac{4}{3}. The pairing to memorise is crossed: xˉ\bar{x} comes from MyM_y and yˉ\bar{y} comes from MxM_x. Sanity check: 76\frac{7}{6} lies between the smallest and largest xix_i, −2-2 and 33, and 43\frac{4}{3} between −1-1 and 44, as any weighted average must.

d) A moment measures the tendency to ROTATE about an axis, and the lever arm of a mass for a rotation about the xx-axis is its distance to that axis, which is ∣y∣|y|, not ∣x∣|x|. A mass at (5,0)(5, 0) sits ON the xx-axis and cannot turn anything about it, whatever its xx-coordinate: its contribution to MxM_x must be 00, and it is, since y=0y = 0. The subscript names the axis, never the coordinate that is multiplied. A student who swaps the moments writes xˉ=86\bar{x} = \frac{8}{6} and yˉ=76\bar{y} = \frac{7}{6}, and reports (43,76)\left(\frac{4}{3}, \frac{7}{6}\right): the reflection of the true centre of mass in the line y=xy = x. It costs the whole answer, and it is invisible unless you check against the picture.

e) With xˉ=23\bar{x} = \frac{2}{3} the arms become −3−23=−113-3 - \frac{2}{3} = -\frac{11}{3}, 1−23=131 - \frac{2}{3} = \frac{1}{3} and 3−23=733 - \frac{2}{3} = \frac{7}{3}, so ∑mi(xi−xˉ)=−44+2+423=0\sum m_i (x_i - \bar{x}) = \frac{-44 + 2 + 42}{3} = 0. This is not a coincidence: ∑mi(xi−xˉ)=M−mxˉ=0\sum m_i (x_i - \bar{x}) = M - m\bar{x} = 0 by the very definition of xˉ\bar{x}. That is what the centre of mass MEANS: a pivot placed there balances the rod. About a pivot at x=1x = 1 the arms are −4-4, 00 and 22, and the moment is 4(−4)+2(0)+6(2)=−4≠04(-4) + 2(0) + 6(2) = -4 \neq 0. The negative sign says the masses on the left win: the rod rotates so that its left end goes down. Consistent: the balance point 23\frac{2}{3} is to the LEFT of the pivot.

Exercise 2: Centroid under one curve: the strip sits at half height

RR is the region under y=xy = \sqrt{x} for 0≤x≤40 \le x \le 4, a plate of uniform density. For a region under y=f(x)≥0y = f(x) \ge 0 on [a,b][a, b] with area AA, the centroid is xˉ=1A∫abxf(x) dx\bar{x} = \frac{1}{A}\int_a^b x f(x)\,dx and yˉ=1A∫ab12[f(x)]2 dx\bar{y} = \frac{1}{A}\int_a^b \frac{1}{2}[f(x)]^2\,dx.

The figure shows one vertical strip of the region and its midpoint MM.

123412y = √xM
  • a) Compute the area AA of RR.
  • b) Compute xˉ\bar{x}.
  • c) Compute yˉ\bar{y}, and explain where the factor 12[f(x)]2\frac{1}{2}[f(x)]^2 comes from, using the strip of the figure.
  • d) A classmate writes yˉ=1A∫04x dx\bar{y} = \frac{1}{A}\int_0^4 \sqrt{x}\,dx. Show that this formula returns the same number for EVERY region under a curve, and conclude.
  • e) Find the centroid of the region under y=sin⁡xy = \sin x for 0≤x≤π0 \le x \le \pi, using symmetry wherever it saves an integral.
Show the solution

Answers

  • a) A=163A = \frac{16}{3}.
  • b) xˉ=125\bar{x} = \frac{12}{5}.
  • c) yˉ=34\bar{y} = \frac{3}{4}; a strip of area f(x) dxf(x)\,dx has its own centroid at height 12f(x)\frac{1}{2}f(x).
  • d) 1A∫f dx=AA=1\frac{1}{A}\int f\,dx = \frac{A}{A} = 1 for every region: the formula is wrong.
  • e) (π2,π8)\left(\frac{\pi}{2}, \frac{\pi}{8}\right).

a) A=∫04x1/2 dx=[23x3/2]04=23⋅8=163A = \int_0^4 x^{1/2}\,dx = \left[\frac{2}{3}x^{3/2}\right]_0^4 = \frac{2}{3} \cdot 8 = \frac{16}{3}. Writing x\sqrt{x} as x1/2x^{1/2} before integrating is what keeps the power rule safe: 43/2=(4)3=84^{3/2} = (\sqrt{4})^3 = 8.

b) The moment about the yy-axis adds the strips, each with area f(x) dxf(x)\,dx and arm xx: My=∫04x⋅x1/2 dx=∫04x3/2 dx=[25x5/2]04=25⋅32=645M_y = \int_0^4 x \cdot x^{1/2}\,dx = \int_0^4 x^{3/2}\,dx = \left[\frac{2}{5}x^{5/2}\right]_0^4 = \frac{2}{5} \cdot 32 = \frac{64}{5}. So xˉ=MyA=645⋅316=125\bar{x} = \frac{M_y}{A} = \frac{64}{5} \cdot \frac{3}{16} = \frac{12}{5}. Sanity check: 125=2.4\frac{12}{5} = 2.4 lies to the right of the midpoint 22 of [0,4][0, 4], as it must, since the region is taller on the right. A centroid on the wrong side of the obvious midpoint is a sign error or a missing factor xx.

c) The strip at xx is a thin rectangle of height f(x)f(x) and width dxdx. Its own centroid is at its MIDDLE, the point MM of the figure, at height 12f(x)\frac{1}{2}f(x). Its moment about the xx-axis is therefore (area) ×\times (arm) =f(x) dx⋅12f(x)=12[f(x)]2 dx= f(x)\,dx \cdot \frac{1}{2}f(x) = \frac{1}{2}[f(x)]^2\,dx. That is the whole origin of the formula. Here Mx=∫0412(x)2 dx=12∫04x dx=12⋅8=4M_x = \int_0^4 \frac{1}{2}(\sqrt{x})^2\,dx = \frac{1}{2}\int_0^4 x\,dx = \frac{1}{2} \cdot 8 = 4, and yˉ=MxA=4⋅316=34\bar{y} = \frac{M_x}{A} = 4 \cdot \frac{3}{16} = \frac{3}{4}. Check: the region never rises above 22, and most of its area is low, so yˉ\bar{y} must be well below 11: 0.750.75 is plausible.

d) For any region under f≥0f \ge 0, ∫abf(x) dx\int_a^b f(x)\,dx IS the area AA, so 1A∫abf(x) dx=AA=1\frac{1}{A}\int_a^b f(x)\,dx = \frac{A}{A} = 1, whatever ff, aa and bb are. A formula that gives yˉ=1\bar{y} = 1 for a region of height 0.010.01 and for a region of height 10001000 cannot be a centroid formula. The mistake is to use y=f(x)y = f(x), the TOP of the strip, as the arm: the arm is the height of the strip's own centroid, 12f(x)\frac{1}{2}f(x), and the area of the strip multiplies it once more, hence 12f2\frac{1}{2}f^2. Note also that yˉ\bar{y} is not the average value of ff: here fave=14⋅163=43f_{\text{ave}} = \frac{1}{4} \cdot \frac{16}{3} = \frac{4}{3}, far from 34\frac{3}{4}.

e) A=∫0πsin⁡x dx=[−cos⁡x]0π=1+1=2A = \int_0^\pi \sin x\,dx = [-\cos x]_0^\pi = 1 + 1 = 2. The region is symmetric about the vertical line x=π2x = \frac{\pi}{2}, since sin⁡(π−x)=sin⁡x\sin(\pi - x) = \sin x, and a uniform plate symmetric about a line has its centroid ON that line: xˉ=π2\bar{x} = \frac{\pi}{2} with no integral (integrating xsin⁡xx \sin x by parts gives My=πM_y = \pi and confirms it). For yˉ\bar{y} there is no symmetry to use: Mx=12∫0πsin⁡2x dx=12∫0π1−cos⁡2x2 dx=14[x−sin⁡2x2]0π=π4M_x = \frac{1}{2}\int_0^\pi \sin^2 x\,dx = \frac{1}{2}\int_0^\pi \frac{1 - \cos 2x}{2}\,dx = \frac{1}{4}\left[x - \frac{\sin 2x}{2}\right]_0^\pi = \frac{\pi}{4}, so yˉ=π/42=π8\bar{y} = \frac{\pi/4}{2} = \frac{\pi}{8}. With π≈3.14\pi \approx 3.14, yˉ≈0.39\bar{y} \approx 0.39: below half the maximum height, as for every region that is wider at the bottom than at the top.

Exercise 3: Between two curves: the midpoint of the strip is (f + g)/2

RR is the region between the line y=2xy = 2x and the parabola y=x2y = x^2. For a region between y=f(x)y = f(x) on top and y=g(x)y = g(x) below, on [a,b][a, b]: xˉ=1A∫abx[f(x)−g(x)] dx\bar{x} = \frac{1}{A}\int_a^b x[f(x) - g(x)]\,dx and yˉ=1A∫ab12([f(x)]2−[g(x)]2)dx\bar{y} = \frac{1}{A}\int_a^b \frac{1}{2}\left([f(x)]^2 - [g(x)]^2\right)dx.

The figure shows one vertical strip and its midpoint MM.

121234y = 2xy = x²M
  • a) Find where the curves meet, which one is on top, and the area AA of RR.
  • b) Compute xˉ\bar{x}, and explain why the answer could have been predicted although RR is not symmetric.
  • c) Compute yˉ\bar{y}, and justify the formula from the strip: its length, its midpoint, its moment.
  • d) A student uses 12[f(x)−g(x)]2\frac{1}{2}[f(x) - g(x)]^2 instead of 12([f(x)]2−[g(x)]2)\frac{1}{2}\left([f(x)]^2 - [g(x)]^2\right). Compute the yˉ\bar{y} this produces and show that the point obtained is not even in RR.
  • e) Compute MxM_x again with HORIZONTAL strips, and compare.
Show the solution

Answers

  • a) x=0x = 0 and x=2x = 2; 2x≥x22x \ge x^2 on [0,2][0, 2]; A=43A = \frac{4}{3}.
  • b) xˉ=1\bar{x} = 1: the strip lengths 2x−x22x - x^2 are symmetric about x=1x = 1.
  • c) Mx=3215M_x = \frac{32}{15}, yˉ=85\bar{y} = \frac{8}{5}.
  • d) yˉ=25\bar{y} = \frac{2}{5}, and (1,25)\left(1, \frac{2}{5}\right) lies below the parabola: outside RR.
  • e) Mx=∫04y(y−y2)dy=3215M_x = \int_0^4 y\left(\sqrt{y} - \frac{y}{2}\right)dy = \frac{32}{15}, the same.

a) 2x=x22x = x^2 gives x(x−2)=0x(x - 2) = 0, so x=0x = 0 or x=2x = 2, at the points (0,0)(0, 0) and (2,4)(2, 4). At x=1x = 1, 2x=2>1=x22x = 2 > 1 = x^2: the line is on top on the whole of [0,2][0, 2]. Then A=∫02(2x−x2) dx=[x2−x33]02=4−83=43A = \int_0^2 (2x - x^2)\,dx = \left[x^2 - \frac{x^3}{3}\right]_0^2 = 4 - \frac{8}{3} = \frac{4}{3}.

b) My=∫02x(2x−x2) dx=∫02(2x2−x3) dx=[2x33−x44]02=163−4=43M_y = \int_0^2 x(2x - x^2)\,dx = \int_0^2 (2x^2 - x^3)\,dx = \left[\frac{2x^3}{3} - \frac{x^4}{4}\right]_0^2 = \frac{16}{3} - 4 = \frac{4}{3}, so xˉ=4/34/3=1\bar{x} = \frac{4/3}{4/3} = 1. The region is NOT symmetric about x=1x = 1, its top edge is a line and its bottom edge a parabola. But xˉ\bar{x} only depends on HOW LONG each vertical strip is, not on where it sits vertically: sliding strips up or down never changes their xx. The length L(x)=2x−x2=1−(x−1)2L(x) = 2x - x^2 = 1 - (x - 1)^2 is symmetric about x=1x = 1, so the strips balance about that line. Useful reflex: before computing xˉ\bar{x}, look at f−gf - g, not at the picture.

c) The strip at xx runs from g(x)=x2g(x) = x^2 up to f(x)=2xf(x) = 2x. Its length is f−gf - g, its midpoint MM is at height f+g2\frac{f + g}{2}, so its moment about the xx-axis is (area) ×\times (arm) =(f−g) dx⋅f+g2=12(f2−g2) dx= (f - g)\,dx \cdot \frac{f + g}{2} = \frac{1}{2}(f^2 - g^2)\,dx: a difference of squares, not a square of a difference. Here Mx=12∫02(4x2−x4) dx=12[4x33−x55]02=12(323−325)=12⋅6415=3215M_x = \frac{1}{2}\int_0^2 (4x^2 - x^4)\,dx = \frac{1}{2}\left[\frac{4x^3}{3} - \frac{x^5}{5}\right]_0^2 = \frac{1}{2}\left(\frac{32}{3} - \frac{32}{5}\right) = \frac{1}{2} \cdot \frac{64}{15} = \frac{32}{15}, and yˉ=3215⋅34=85\bar{y} = \frac{32}{15} \cdot \frac{3}{4} = \frac{8}{5}. The centroid is (1,85)\left(1, \frac{8}{5}\right); at x=1x = 1 the region runs from y=1y = 1 to y=2y = 2, and 1.61.6 is inside, as expected for this convex region.

d) 12∫02(2x−x2)2 dx=12∫02(4x2−4x3+x4) dx=12(323−16+325)=12⋅1615=815\frac{1}{2}\int_0^2 (2x - x^2)^2\,dx = \frac{1}{2}\int_0^2 (4x^2 - 4x^3 + x^4)\,dx = \frac{1}{2}\left(\frac{32}{3} - 16 + \frac{32}{5}\right) = \frac{1}{2} \cdot \frac{16}{15} = \frac{8}{15}, and dividing by AA gives 815⋅34=25\frac{8}{15} \cdot \frac{3}{4} = \frac{2}{5}. The point (1,25)\left(1, \frac{2}{5}\right) lies BELOW the parabola, whose height at x=1x = 1 is 11: it is not in RR at all. What went wrong: 12(f−g)2\frac{1}{2}(f - g)^2 is the moment of a strip that starts on the xx-axis, as if every strip had been slid down to y=0y = 0. It is correct only when g=0g = 0, which is exactly Exercise 2. Checking that (xˉ,yˉ)(\bar{x}, \bar{y}) lands inside a convex region is a five-second test that catches this error every time.

e) Horizontal strips: for 0≤y≤40 \le y \le 4 the region runs from the line, x=y2x = \frac{y}{2}, to the parabola, x=yx = \sqrt{y} (the parabola is on the RIGHT for horizontal strips). A strip at height yy has area (y−y2)dy\left(\sqrt{y} - \frac{y}{2}\right)dy and arm yy for a rotation about the xx-axis, with no factor 12\frac{1}{2} this time, since the whole strip is at height yy. So Mx=∫04(y3/2−y22)dy=[25y5/2−y36]04=645−323=3215M_x = \int_0^4 \left(y^{3/2} - \frac{y^2}{2}\right)dy = \left[\frac{2}{5}y^{5/2} - \frac{y^3}{6}\right]_0^4 = \frac{64}{5} - \frac{32}{3} = \frac{32}{15}, the same value. The factor 12\frac{1}{2} belongs to strips PERPENDICULAR to the axis; strips parallel to it use their coordinate directly.

Exercise 4: Symmetry and composite plates: moments add, centroids do not

All plates are flat and of uniform density unless stated otherwise. The SYMMETRY PRINCIPLE: if a uniform plate is symmetric about a line, its centroid lies on that line.

The window of the figure is a 6×46 \times 4 rectangle, occupying −3≤x≤3-3 \le x \le 3, 0≤y≤40 \le y \le 4, topped by a half-disc of radius 33 centred at (0,4)(0, 4).

643
  • a) Show that the half-disc x2+y2≤r2x^2 + y^2 \le r^2, y≥0y \ge 0, has its centroid at (0,4r3π)\left(0, \frac{4r}{3\pi}\right). The area of a disc may be quoted.
  • b) Find the centroid of the window.
  • c) A student takes the average of the two centroids, the rectangle's and the half-disc's. What does he get, and why is it wrong?
  • d) A square plate 0≤x≤40 \le x \le 4, 0≤y≤40 \le y \le 4 has a circular hole of radius 11 centred at (3,3)(3, 3). Find its centroid.
  • e) The window is rebuilt with a half-disc of glass whose density is HALF that of the rectangle. Find the new yˉ\bar{y} and say which way it moved.
Show the solution

Answers

  • a) Mx=2r33M_x = \frac{2r^3}{3}, A=πr22A = \frac{\pi r^2}{2}, yˉ=4r3π\bar{y} = \frac{4r}{3\pi}; xˉ=0\bar{x} = 0 by symmetry.
  • b) (0,4(11+3π)16+3π)\left(0, \frac{4(11 + 3\pi)}{16 + 3\pi}\right), about (0,3.21)(0, 3.21).
  • c) 3+2π≈3.643 + \frac{2}{\pi} \approx 3.64: the average ignores that the two pieces have different areas.
  • d) xˉ=yˉ=32−3π16−π\bar{x} = \bar{y} = \frac{32 - 3\pi}{16 - \pi}, about 1.761.76.
  • e) yˉ=4(19+3π)32+3π\bar{y} = \frac{4(19 + 3\pi)}{32 + 3\pi}, about 2.752.75: lower, since the top is lighter.

a) The half-disc is symmetric about the yy-axis, so xˉ=0\bar{x} = 0 with no computation. For yˉ\bar{y}, use vertical strips under f(x)=r2−x2f(x) = \sqrt{r^2 - x^2} on [−r,r][-r, r]: Mx=∫−rr12(r2−x2) dx=12[r2x−x33]−rr=12(2r3−2r33)=2r33M_x = \int_{-r}^{r} \frac{1}{2}(r^2 - x^2)\,dx = \frac{1}{2}\left[r^2 x - \frac{x^3}{3}\right]_{-r}^{r} = \frac{1}{2}\left(2r^3 - \frac{2r^3}{3}\right) = \frac{2r^3}{3}. The square root disappears because the formula uses f2f^2: no trigonometric substitution is needed. The area is half a disc, A=πr22A = \frac{\pi r^2}{2}, quoted from geometry. So yˉ=2r33⋅2πr2=4r3π\bar{y} = \frac{2r^3}{3} \cdot \frac{2}{\pi r^2} = \frac{4r}{3\pi}. With π≈3.14\pi \approx 3.14, 43π≈0.42\frac{4}{3\pi} \approx 0.42: the centroid sits at 4242 percent of the radius, below the middle height, because the half-disc is widest at the bottom.

b) Symmetry about the yy-axis gives xˉ=0\bar{x} = 0. For yˉ\bar{y}, add the MOMENTS of the two pieces, each being (area) ×\times (height of its own centroid). Rectangle: area 2424, centroid height 22, moment 4848. Half-disc: area 9π2\frac{9\pi}{2}, centroid height 4+4⋅33π=4+4π4 + \frac{4 \cdot 3}{3\pi} = 4 + \frac{4}{\pi} (measured from y=0y = 0, not from its own base), moment 9π2(4+4π)=18π+18\frac{9\pi}{2}\left(4 + \frac{4}{\pi}\right) = 18\pi + 18. Total moment 66+18π66 + 18\pi, total area 24+9π2=48+9π224 + \frac{9\pi}{2} = \frac{48 + 9\pi}{2}, so yˉ=2(66+18π)48+9π=132+36π48+9π=4(11+3π)16+3π\bar{y} = \frac{2(66 + 18\pi)}{48 + 9\pi} = \frac{132 + 36\pi}{48 + 9\pi} = \frac{4(11 + 3\pi)}{16 + 3\pi}. Order of magnitude: 44+37.716+9.4≈3.21\frac{44 + 37.7}{16 + 9.4} \approx 3.21.

c) He writes yˉ=12(2+4+4π)=3+2π≈3.64\bar{y} = \frac{1}{2}\left(2 + 4 + \frac{4}{\pi}\right) = 3 + \frac{2}{\pi} \approx 3.64. That is the centroid of two EQUAL masses placed at the two centroids. But the rectangle has area 2424 and the half-disc only 9π2≈14.1\frac{9\pi}{2} \approx 14.1: the rectangle weighs more and must pull the centroid down, to about 3.213.21. The correct combination is the weighted average yˉ=A1yˉ1+A2yˉ2A1+A2\bar{y} = \frac{A_1\bar{y}_1 + A_2\bar{y}_2}{A_1 + A_2}, which is exactly the sum of the moments divided by the total area. It is the plate version of Exercise 1: moments add, centroids do not.

d) Treat the hole as a piece of NEGATIVE area. Full square: area 1616, centroid (2,2)(2, 2), My=32M_y = 32. Hole: area π\pi, centroid (3,3)(3, 3), My=3πM_y = 3\pi. Plate: area 16−π16 - \pi and My=32−3πM_y = 32 - 3\pi, so xˉ=32−3π16−π\bar{x} = \frac{32 - 3\pi}{16 - \pi}. The plate is symmetric about the diagonal y=xy = x (the square is, and the hole is centred on it), so yˉ=xˉ\bar{y} = \bar{x} without a second computation. Check the direction: removing material from the upper right must push the centroid down and to the left of (2,2)(2, 2), and indeed 32−3π16−π<2  ⟺  32−3π<32−2π\frac{32 - 3\pi}{16 - \pi} < 2 \iff 32 - 3\pi < 32 - 2\pi, which is true. Numerically 32−9.4216−3.14≈1.76\frac{32 - 9.42}{16 - 3.14} \approx 1.76.

e) With two densities the weights are the MASSES, not the areas. Take the rectangle's density as ρ\rho and the glass as ρ2\frac{\rho}{2}. Rectangle: mass 24ρ24\rho, moment 48ρ48\rho. Half-disc: mass ρ2⋅9π2=9πρ4\frac{\rho}{2} \cdot \frac{9\pi}{2} = \frac{9\pi\rho}{4}, moment ρ2(18π+18)=(9π+9)ρ\frac{\rho}{2}(18\pi + 18) = (9\pi + 9)\rho. Then yˉ=48+9π+924+9π4=4(57+9π)96+9π=4(19+3π)32+3π\bar{y} = \frac{48 + 9\pi + 9}{24 + \frac{9\pi}{4}} = \frac{4(57 + 9\pi)}{96 + 9\pi} = \frac{4(19 + 3\pi)}{32 + 3\pi}, about 4⋅28.441.4≈2.75\frac{4 \cdot 28.4}{41.4} \approx 2.75. It moved DOWN from 3.213.21: lightening the top leaves the heavy rectangle in charge. The density ρ\rho cancels only when it is the same everywhere; that is why parts a) to d) never mention it, and why the symmetry principle requires a uniform plate.

Exercise 5: The theorem of Pappus: the centroid travels, the area sweeps

THEOREM OF PAPPUS. Let RR be a plane region lying entirely on one side of a line ℓ\ell in its plane. If RR is rotated about ℓ\ell, the volume of the solid obtained is V=A⋅2πdV = A \cdot 2\pi d, where AA is the area of RR and dd is the distance from the centroid of RR to ℓ\ell.

The figure shows the disc (x−4)2+y2≤1(x - 4)^2 + y^2 \le 1 and the yy-axis about which it turns; the dashed circle is its position after half a turn.

R = 4axisr = 1the other side
  • a) Find the volume of the torus obtained by rotating the disc of the figure about the yy-axis.
  • b) The region between y=2xy = 2x and y=x2y = x^2 has area 43\frac{4}{3} and centroid (1,85)\left(1, \frac{8}{5}\right) (Exercise 3). Use Pappus to find the volume when it is rotated about the xx-axis, then confirm with washers.
  • c) Same region, rotated about the line x=3x = 3. Use Pappus, then confirm with cylindrical shells.
  • d) Run Pappus BACKWARDS: rotating the right triangle with vertices (0,0)(0, 0), (a,0)(a, 0) and (0,h)(0, h) about the yy-axis gives a cone of volume 13πa2h\frac{1}{3}\pi a^2 h. Deduce xˉ\bar{x} for the triangle.
  • e) A student rotates the disc x2+y2≤1x^2 + y^2 \le 1 about the yy-axis and writes V=2π⋅0⋅π=0V = 2\pi \cdot 0 \cdot \pi = 0. Explain the error, and obtain the volume of the ball correctly with Pappus.
Show the solution

Answers

  • a) V=π⋅2π⋅4=8π2V = \pi \cdot 2\pi \cdot 4 = 8\pi^2.
  • b) V=2π⋅85⋅43=64π15V = 2\pi \cdot \frac{8}{5} \cdot \frac{4}{3} = \frac{64\pi}{15}, and π∫02(4x2−x4) dx=64π15\pi\int_0^2 (4x^2 - x^4)\,dx = \frac{64\pi}{15}.
  • c) V=2π⋅2⋅43=16π3V = 2\pi \cdot 2 \cdot \frac{4}{3} = \frac{16\pi}{3}, and 2π∫02(3−x)(2x−x2) dx=16π32\pi\int_0^2 (3 - x)(2x - x^2)\,dx = \frac{16\pi}{3}.
  • d) 2πxˉ⋅ah2=13πa2h2\pi\bar{x} \cdot \frac{ah}{2} = \frac{1}{3}\pi a^2 h gives xˉ=a3\bar{x} = \frac{a}{3}.
  • e) The axis crosses the disc, so Pappus does not apply; rotate the right half-disc instead: V=2π⋅43π⋅π2=4π3V = 2\pi \cdot \frac{4}{3\pi} \cdot \frac{\pi}{2} = \frac{4\pi}{3}.

a) The disc has area A=π⋅12=πA = \pi \cdot 1^2 = \pi and, by symmetry, its centroid is its centre (4,0)(4, 0), at distance d=4d = 4 from the yy-axis. The disc lies entirely in x≥3x \ge 3, on one side of the axis, so Pappus applies: V=A⋅2πd=π⋅8π=8π2V = A \cdot 2\pi d = \pi \cdot 8\pi = 8\pi^2. Read the formula as a sentence: the centroid travels once around a circle of length 2πd=8π2\pi d = 8\pi, and the area π\pi sweeps a tube of that length. No integral was needed; with shells it would take a trigonometric substitution.

b) The distance from the centroid to the xx-axis is yˉ=85\bar{y} = \frac{8}{5}, so V=43⋅2π⋅85=64π15V = \frac{4}{3} \cdot 2\pi \cdot \frac{8}{5} = \frac{64\pi}{15}. With washers, the outer radius is 2x2x, the inner radius x2x^2: V=π∫02(4x2−x4) dx=π(323−325)=64π15V = \pi\int_0^2 (4x^2 - x^4)\,dx = \pi\left(\frac{32}{3} - \frac{32}{5}\right) = \frac{64\pi}{15}. The agreement is no accident. The washer integral is π∫(f2−g2) dx\pi\int (f^2 - g^2)\,dx, and Mx=12∫(f2−g2) dxM_x = \frac{1}{2}\int (f^2 - g^2)\,dx: so V=2πMx=2πyˉAV = 2\pi M_x = 2\pi \bar{y} A. Pappus about the xx-axis IS the washer method, rewritten with the centroid.

c) The axis x=3x = 3 lies to the right of the whole region (0≤x≤20 \le x \le 2), and the centroid is at x=1x = 1, so the distance is d=3−1=2d = 3 - 1 = 2, measured from the AXIS, not from the origin. V=43⋅2π⋅2=16π3V = \frac{4}{3} \cdot 2\pi \cdot 2 = \frac{16\pi}{3}. With shells about x=3x = 3, the radius is 3−x3 - x and the height 2x−x22x - x^2: V=2π∫02(3−x)(2x−x2) dx=2π∫02(6x−5x2+x3) dx=2π(12−403+4)=2π⋅83=16π3V = 2\pi\int_0^2 (3 - x)(2x - x^2)\,dx = 2\pi\int_0^2 (6x - 5x^2 + x^3)\,dx = 2\pi\left(12 - \frac{40}{3} + 4\right) = 2\pi \cdot \frac{8}{3} = \frac{16\pi}{3}. Using d=1d = 1, the distance to the origin, would give 8π3\frac{8\pi}{3}, half the true volume.

d) The triangle has area ah2\frac{ah}{2} and lies in x≥0x \ge 0, on one side of the yy-axis. Pappus gives 2πxˉ⋅ah2=πahxˉ2\pi\bar{x} \cdot \frac{ah}{2} = \pi a h \bar{x}, and this must equal the volume of the cone, 13πa2h\frac{1}{3}\pi a^2 h. Hence xˉ=a3\bar{x} = \frac{a}{3}: the centroid of a right triangle is at one third of each leg from the right angle. Rotating about the xx-axis instead gives a cone of radius hh and height aa, and the same argument gives yˉ=h3\bar{y} = \frac{h}{3}. Pappus is a two-way street: a known volume gives a centroid for free.

e) The hypothesis of Pappus is that RR lies entirely on ONE side of the axis. The yy-axis cuts the disc in half. When it turns, the left half sweeps the same ball as the right half, and in the formula the moments of the two halves cancel, which produces the absurd V=0V = 0. The fix is to rotate only the right half-disc x2+y2≤1x^2 + y^2 \le 1, x≥0x \ge 0: it produces the whole ball, has area π2\frac{\pi}{2}, and its centroid is at distance 4⋅13π\frac{4 \cdot 1}{3\pi} from the yy-axis (Exercise 4 a, turned on its side). So V=π2⋅2π⋅43π=4π3V = \frac{\pi}{2} \cdot 2\pi \cdot \frac{4}{3\pi} = \frac{4\pi}{3}, the familiar volume of the unit ball.

Part B: problems and reasoning (/50)

Exercise 6: Hydrostatic force: measure the depth from the surface

At depth dd below the surface of water the pressure is P=ρgdP = \rho g d, with ρ=1000\rho = 1000 kg/m3^3 and g=9.8g = 9.8 m/s2^2, so ρg=9800\rho g = 9800 N/m3^3. Pressure acts equally in all directions, but it CHANGES with depth, so the force on a vertical plate is found by slicing it into horizontal strips, each at a single depth: F=∫ρg x w(x) dxF = \int \rho g\,x\,w(x)\,dx, where xx is the depth and w(x)w(x) the width of the plate at that depth.

Give each answer as a multiple of ρg\rho g, then in newtons. The figure shows the two triangular plates of parts b) and c), just below the surface.

water surface636plate (b)plate (c)
  • a) A vertical rectangular plate 44 m wide and 33 m tall has its top edge 22 m below the surface. Find the force on one face.
  • b) Plate (b) is an isosceles triangle with its 66 m base along the surface and its vertex 33 m below it. Find the force.
  • c) Plate (c) is the same triangle turned over: vertex at the surface, base 33 m down. Find the force.
  • d) Explain why the force in c) is exactly twice the force in b), although the plates have the same shape and the same area.
  • e) A rectangular plate 44 m wide, with slant length 22 m, is inclined at 30∘30^\circ to the horizontal, top edge 11 m below the surface. Find the force on it.
Show the solution

Answers

  • a) F=ρg∫254x dx=42ρg=411 600F = \rho g\int_2^5 4x\,dx = 42\rho g = 411\,600 N.
  • b) w(x)=2(3−x)w(x) = 2(3 - x), F=ρg∫032x(3−x) dx=9ρg=88 200F = \rho g\int_0^3 2x(3 - x)\,dx = 9\rho g = 88\,200 N.
  • c) w(x)=2xw(x) = 2x, F=ρg∫032x2 dx=18ρg=176 400F = \rho g\int_0^3 2x^2\,dx = 18\rho g = 176\,400 N.
  • d) Same area 99, but the centroid is at depth 11 in b) and at depth 22 in c).
  • e) Strip area 4⋅dxsin⁡30∘=8 dx4 \cdot \frac{dx}{\sin 30^\circ} = 8\,dx, F=ρg∫128x dx=12ρg=117 600F = \rho g\int_1^2 8x\,dx = 12\rho g = 117\,600 N.

a) Choose the variable first and say it in words: xx is the DEPTH below the surface, measured downward. The plate occupies 2≤x≤52 \le x \le 5, and at every depth its width is 44. The strip between depths xx and x+dxx + dx has area 4 dx4\,dx and feels the pressure ρgx\rho g x, so F=∫25ρgx⋅4 dx=2ρg[x2]25=2ρg(25−4)=42ρg=42⋅9800=411 600F = \int_2^5 \rho g x \cdot 4\,dx = 2\rho g\left[x^2\right]_2^5 = 2\rho g(25 - 4) = 42\rho g = 42 \cdot 9800 = 411\,600 N. The bounds are depths, 22 and 55, not 00 and 33: the plate does not start at the surface. Using ∫03\int_0^3 would give 18ρg18\rho g, the force on the same plate touching the surface.

b) With xx the depth, the base is at x=0x = 0 and the vertex at x=3x = 3. The width shrinks linearly from 66 to 00, so w(x)=6⋅3−x3=2(3−x)w(x) = 6 \cdot \frac{3 - x}{3} = 2(3 - x); check the two ends, w(0)=6w(0) = 6 and w(3)=0w(3) = 0. Then F=ρg∫03x⋅2(3−x) dx=2ρg[3x22−x33]03=2ρg(272−9)=9ρg=88 200F = \rho g\int_0^3 x \cdot 2(3 - x)\,dx = 2\rho g\left[\frac{3x^2}{2} - \frac{x^3}{3}\right]_0^3 = 2\rho g\left(\frac{27}{2} - 9\right) = 9\rho g = 88\,200 N. The width function is where most marks are lost: write it from similar triangles, then CHECK it at both ends before integrating.

c) Now the vertex is at depth 00 and the base at depth 33, so w(x)=2xw(x) = 2x, with w(0)=0w(0) = 0 and w(3)=6w(3) = 6. F=ρg∫03x⋅2x dx=ρg[2x33]03=18ρg=176 400F = \rho g\int_0^3 x \cdot 2x\,dx = \rho g\left[\frac{2x^3}{3}\right]_0^3 = 18\rho g = 176\,400 N. Same triangle, same area, twice the force. A student who keeps the width function of b) because the triangle is the same one gets 9ρg9\rho g again and loses the question: the width must be read at each DEPTH, and turning the plate over changes which depths carry the wide part.

d) In b) the wide part of the plate is near the surface, where the pressure is small; in c) it is at the bottom, where the pressure is largest. The exact statement: ∫x w(x) dx\int x\,w(x)\,dx is the first moment of the plate about the surface line, which equals (area) ×\times (depth of the centroid). So F=ρg dˉ AF = \rho g\,\bar{d}\,A. Both plates have A=12⋅6⋅3=9A = \frac{1}{2} \cdot 6 \cdot 3 = 9. The centroid of a triangle is at one third of the height from the base: at depth 11 in b) (base on top) and at depth 22 in c) (base at the bottom). Hence 9ρg⋅19\rho g \cdot 1 against 9ρg⋅29\rho g \cdot 2: the factor 22 is the ratio of the centroid depths, and nothing else.

e) The top edge is at depth 11; going 22 m down the slope lowers you by 2sin⁡30∘=12\sin 30^\circ = 1 m, so the plate spans depths 1≤x≤21 \le x \le 2. A thin band between depths xx and x+dxx + dx is still 44 m wide, but along the slope it is dxsin⁡30∘=2 dx\frac{dx}{\sin 30^\circ} = 2\,dx long, so its area is 8 dx8\,dx, not 4 dx4\,dx. F=∫12ρgx⋅8 dx=4ρg[x2]12=12ρg=117 600F = \int_1^2 \rho g x \cdot 8\,dx = 4\rho g\left[x^2\right]_1^2 = 12\rho g = 117\,600 N. Check with the centroid: area 4⋅2=84 \cdot 2 = 8, centroid at mid depth 1.51.5, F=ρg⋅1.5⋅8=12ρgF = \rho g \cdot 1.5 \cdot 8 = 12\rho g. Forgetting the factor 1sin⁡θ\frac{1}{\sin\theta} integrates the SHADOW of the plate on a vertical wall and gives 6ρg6\rho g, half the answer.

Exercise 7: A circular porthole: symmetry does half the work

A circular window of radius RR is set vertically in the wall of a tank, its centre at depth dd below the surface, with d>Rd > R so that it is entirely under water. Let yy be the height measured UPWARD from the centre of the window, so that −R≤y≤R-R \le y \le R on the window.

Take ρg=9800\rho g = 9800 N/m3^3 when numbers are needed.

water surfacedRstrip at height y
  • a) Express the width of the horizontal strip at height yy, and its depth below the surface. Write the force on the window as an integral in yy.
  • b) Evaluate it by splitting it into two integrals, without any trigonometric substitution. Show that F=ρg d πR2F = \rho g\,d\,\pi R^2.
  • c) An aquarium window has radius 0.50.5 m and its centre 33 m below the surface. Find the force on it, exactly, then to two significant figures.
  • d) For the window of part c), find how much larger the force on the lower half is than the force on the upper half.
  • e) Explain why the result of b) is (pressure at the centre) ×\times (area), and why that shortcut is not a coincidence.
Show the solution

Answers

  • a) w=2R2−y2w = 2\sqrt{R^2 - y^2}, depth d−yd - y, F=ρg∫−RR(d−y) 2R2−y2 dyF = \rho g\int_{-R}^{R} (d - y)\,2\sqrt{R^2 - y^2}\,dy.
  • b) d⋅πR2d \cdot \pi R^2 (area of the disc) minus an odd integral equal to 00: F=ρg d πR2F = \rho g\,d\,\pi R^2.
  • c) F=9800⋅3⋅π4=7350πF = 9800 \cdot 3 \cdot \frac{\pi}{4} = 7350\pi N, about 23 00023\,000 N.
  • d) Flow−Fup=43ρgR3=49003F_{\text{low}} - F_{\text{up}} = \frac{4}{3}\rho g R^3 = \frac{4900}{3} N, about 16001600 N.
  • e) ∫(depth) dA=dˉA\int (\text{depth})\,dA = \bar{d}A, and the centroid of the disc is its centre.

a) The circle is x2+y2=R2x^2 + y^2 = R^2 in coordinates centred on the window, so the strip at height yy runs from x=−R2−y2x = -\sqrt{R^2 - y^2} to x=R2−y2x = \sqrt{R^2 - y^2}: its width is 2R2−y22\sqrt{R^2 - y^2}. Its depth is d−yd - y, NOT d+yd + y: yy is measured upward, and going up brings you closer to the surface. The strip of thickness dydy has area 2R2−y2 dy2\sqrt{R^2 - y^2}\,dy and feels the pressure ρg(d−y)\rho g(d - y), so F=ρg∫−RR(d−y) 2R2−y2 dyF = \rho g\int_{-R}^{R} (d - y)\,2\sqrt{R^2 - y^2}\,dy. Choosing yy from the centre rather than the depth from the surface is deliberate: it makes the window symmetric about y=0y = 0, which part b) exploits.

b) Split: F=ρg d∫−RR2R2−y2 dy−ρg∫−RR2yR2−y2 dyF = \rho g\,d\int_{-R}^{R} 2\sqrt{R^2 - y^2}\,dy - \rho g\int_{-R}^{R} 2y\sqrt{R^2 - y^2}\,dy. The first integral adds the widths of all the strips: it is the AREA of the disc, πR2\pi R^2, read from geometry, so no trigonometric substitution is needed. The second integrand 2yR2−y22y\sqrt{R^2 - y^2} is ODD, since changing yy into −y-y changes its sign, and it is integrated over an interval symmetric about 00: the integral is 00. Physically, each strip above the centre is matched by a strip below it, one shallower by yy, the other deeper by yy, and the excesses cancel. Hence F=ρg d πR2F = \rho g\,d\,\pi R^2.

c) With R=12R = \frac{1}{2} and d=3d = 3: F=9800⋅3⋅π⋅14=7350πF = 9800 \cdot 3 \cdot \pi \cdot \frac{1}{4} = 7350\pi N. With π≈3.14\pi \approx 3.14, 7350⋅3.14≈23 0797350 \cdot 3.14 \approx 23\,079, so about 2.3×1042.3 \times 10^4 N, roughly the weight of a mass of 2.42.4 tonnes. The exact answer is 7350π7350\pi N; the decimal is only there to give the order of magnitude.

d) Lower half (−R≤y≤0-R \le y \le 0): Flow=ρg[d⋅πR22+∫−R0(−y) 2R2−y2 dy]F_{\text{low}} = \rho g\left[d \cdot \frac{\pi R^2}{2} + \int_{-R}^{0} (-y)\,2\sqrt{R^2 - y^2}\,dy\right]. With u=R2−y2u = R^2 - y^2, du=−2y dydu = -2y\,dy, the last integral is ∫0R2u du=23R3\int_0^{R^2} \sqrt{u}\,du = \frac{2}{3}R^3. For the upper half the same term comes with a minus sign. So Flow−Fup=43ρgR3F_{\text{low}} - F_{\text{up}} = \frac{4}{3}\rho g R^3. With R=12R = \frac{1}{2}: 43⋅9800⋅18=98006=49003\frac{4}{3} \cdot 9800 \cdot \frac{1}{8} = \frac{9800}{6} = \frac{4900}{3} N, about 16001600 N, against roughly 12 40012\,400 N on the lower half and 10 70010\,700 N on the upper half. The lower half pushes harder, but the difference is small because the window is small compared to its depth.

e) In general F=ρg∫(depth) dAF = \rho g\int (\text{depth})\,dA, and ∫(depth) dA\int (\text{depth})\,dA is the first moment of the plate about the surface line, which equals A dˉA\,\bar{d} with dˉ\bar{d} the depth of the centroid. So F=ρg dˉ AF = \rho g\,\bar{d}\,A = (pressure at the centroid) ×\times (area), for ANY plane vertical plate. For the disc the centroid is the centre, at depth dd, which gives ρg d πR2\rho g\,d\,\pi R^2 at once. The shortcut uses the centroid, NOT the deepest point and not the top: it works exactly because the pressure is a linear function of depth, and it is the same odd integral that vanished in part b).

Exercise 8: Five statements to correct

Each statement below was written by a student preparing the MATH 141 final, and each is false. Say what is wrong, give the correct statement, and settle it with the smallest example you can find.

  • a) For point masses, Mx=∑mixiM_x = \sum m_i x_i, since it is the moment about the xx-axis.
  • b) The centroid of a plate always lies on the plate.
  • c) The hydrostatic force on a vertical plate is the pressure at its deepest point times its area.
  • d) The theorem of Pappus works for any axis in the plane of the region.
  • e) A dam holding back a lake 1010 km long must withstand a larger force than a dam of the same shape holding back a pond 1010 m long, at the same water depth.
Show the solution

Answers

  • a) False: Mx=∑miyiM_x = \sum m_i y_i. A mass on the xx-axis has Mx=0M_x = 0 whatever its xx.
  • b) False: the L-shaped plate made of [0,4]×[0,1][0, 4] \times [0, 1] and [0,1]×[1,4][0, 1] \times [1, 4] has centroid (1914,1914)\left(\frac{19}{14}, \frac{19}{14}\right), off the plate.
  • c) False: it is the pressure at the CENTROID times the area; for Exercise 6 a) the rule gives 60ρg60\rho g instead of 42ρg42\rho g.
  • d) False: the region must lie on one side of the axis. The unit disc about a diameter would give 00, not 4π3\frac{4\pi}{3}.
  • e) False: F=ρg∫x w(x) dxF = \rho g\int x\,w(x)\,dx depends only on the depth and the shape of the wetted face.

a) FALSE. The moment about the xx-axis measures the tendency to rotate ABOUT that axis, and the arm of a mass is its distance to the axis, ∣y∣|y|. A single mass of 11 kg at (2,0)(2, 0) lies on the xx-axis and cannot rotate about it: MxM_x must be 00, and ∑miyi=0\sum m_i y_i = 0 indeed, while the statement gives 22. Correct statement: Mx=∑miyiM_x = \sum m_i y_i and My=∑mixiM_y = \sum m_i x_i, then xˉ=Mym\bar{x} = \frac{M_y}{m} and yˉ=Mxm\bar{y} = \frac{M_x}{m}. The subscript names the axis, never the coordinate. The error reflects the centroid in the line y=xy = x and costs the whole answer.

b) FALSE. Take the L-shaped plate made of the bar [0,4]×[0,1][0, 4] \times [0, 1] (area 44, centroid (2,12)\left(2, \frac{1}{2}\right)) and the column [0,1]×[1,4][0, 1] \times [1, 4] (area 33, centroid (12,52)\left(\frac{1}{2}, \frac{5}{2}\right)). Adding moments: My=4⋅2+3⋅12=192M_y = 4 \cdot 2 + 3 \cdot \frac{1}{2} = \frac{19}{2} and Mx=4⋅12+3⋅52=192M_x = 4 \cdot \frac{1}{2} + 3 \cdot \frac{5}{2} = \frac{19}{2}, with A=7A = 7, so the centroid is (1914,1914)\left(\frac{19}{14}, \frac{19}{14}\right). Both coordinates exceed 11, so the point is neither in the bar (y≤1y \le 1) nor in the column (x≤1x \le 1): it lies in the empty corner. Correct statement: the centroid of a CONVEX plate lies on the plate; for a non-convex one it can fall outside, and a pivot there would need an arm to reach it.

c) FALSE. Pressure grows linearly with depth, so using the deepest point overestimates every strip above it. For the rectangle of Exercise 6 a), 4×34 \times 3 with its top at depth 22: deepest point at depth 55 gives ρg⋅5⋅12=60ρg\rho g \cdot 5 \cdot 12 = 60\rho g, while the integral gives 42ρg42\rho g. Correct statement: F=ρg dˉ AF = \rho g\,\bar{d}\,A, where dˉ\bar{d} is the depth of the CENTROID: here dˉ=3.5\bar{d} = 3.5 and 3.5⋅12=423.5 \cdot 12 = 42. When in doubt, the integral ∫ρg x w(x) dx\int \rho g\,x\,w(x)\,dx is always right; the shortcut is only a consequence of it.

d) FALSE. The theorem requires the region to lie entirely on ONE side of the axis. Counterexample: the unit disc rotated about the diameter on the yy-axis. Its centroid is on the axis, d=0d = 0, and the formula gives V=π⋅2π⋅0=0V = \pi \cdot 2\pi \cdot 0 = 0, but the solid is a ball of volume 4π3\frac{4\pi}{3}. The two halves sweep the SAME ball while their moments cancel. Correct statement: V=2πdAV = 2\pi d A when the axis does not cut the interior of the region; if it does, rotate only the part on one side, as in Exercise 5 e).

e) FALSE. The force on the dam is F=∫ρg x w(x) dxF = \int \rho g\,x\,w(x)\,dx: it involves the depth xx and the width w(x)w(x) of the WETTED face of the dam, and nothing else. The length of the lake behind the dam appears nowhere, because the pressure at a point depends only on its depth, not on how much water lies behind it. Correct statement: two dams with the same face and the same water depth feel the same force, whether they hold back a pond or a lake. This is the hydrostatic paradox, and it is also why only the depth, never the volume, enters every problem of this set.

Exercise 9: A trapezoidal dam: the force is ρg times a moment

The upstream face of a concrete dam is a vertical trapezoid: 6060 m wide along the crest, 4040 m wide at the bottom, 3030 m high, as in the figure. Take ρg=9800\rho g = 9800 N/m3^3 and let xx be the depth below the water surface.

Engineers need two numbers: how hard the water pushes, and how that changes when the reservoir is drawn down.

60 m40 m30 mstrip at depth xwidth w(x)
  • a) The reservoir is full, water level with the crest. Find the width w(x)w(x) of the face at depth xx, and write the force as an integral.
  • b) Evaluate the force, first as a multiple of ρg\rho g, then in newtons.
  • c) Find the area of the face and the depth of its centroid from your integral, and check the rule F=ρg dˉ AF = \rho g\,\bar{d}\,A.
  • d) In a dry summer the water stands 66 m below the crest. Find the new force.
  • e) A second design uses a vertical rectangular face with the same area and the same height. Does it take a larger or a smaller force than the trapezoid when full? Explain without integrating, then confirm.
Show the solution

Answers

  • a) w(x)=60−23xw(x) = 60 - \frac{2}{3}x, F=ρg∫030x(60−23x)dxF = \rho g\int_0^{30} x\left(60 - \frac{2}{3}x\right)dx.
  • b) F=21 000ρg=205 800 000F = 21\,000\rho g = 205\,800\,000 N, about 2.1×1082.1 \times 10^8 N.
  • c) A=1500A = 1500 m2^2, dˉ=14\bar{d} = 14 m, and ρg⋅14⋅1500=21 000ρg\rho g \cdot 14 \cdot 1500 = 21\,000\rho g.
  • d) w=56−23xw = 56 - \frac{2}{3}x on [0,24][0, 24], F=13 056ρg=127 948 800F = 13\,056\rho g = 127\,948\,800 N.
  • e) Larger: 50×3050 \times 30, centroid at depth 15>1415 > 14, F=22 500ρgF = 22\,500\rho g.

a) The width decreases linearly from 6060 at depth 00 to 4040 at depth 3030: it loses 2020 m over 3030 m, that is 23\frac{2}{3} m per metre of depth. So w(x)=60−23xw(x) = 60 - \frac{2}{3}x; check w(0)=60w(0) = 60 and w(30)=60−20=40w(30) = 60 - 20 = 40. The horizontal strip at depth xx has area w(x) dxw(x)\,dx and pressure ρgx\rho g x, so F=ρg∫030x(60−23x)dxF = \rho g\int_0^{30} x\left(60 - \frac{2}{3}x\right)dx. Measuring xx from the SURFACE downward makes the pressure simply ρgx\rho g x; a student who measures yy up from the bottom must write the depth as 30−y30 - y, and forgetting that is the most common way to lose this question.

b) ∫030(60x−23x2)dx=[30x2−2x39]030=27 000−6000=21 000\int_0^{30} \left(60x - \frac{2}{3}x^2\right)dx = \left[30x^2 - \frac{2x^3}{9}\right]_0^{30} = 27\,000 - 6000 = 21\,000. So F=21 000ρg=21 000⋅9800=205 800 000F = 21\,000\rho g = 21\,000 \cdot 9800 = 205\,800\,000 N, about 2.1×1082.1 \times 10^8 N. Unit check: ρg\rho g is in N/m3^3 and the integral, a depth times an area, is in m4^4, so FF is in newtons.

c) Area: A=∫030(60−23x)dx=1800−300=1500A = \int_0^{30} \left(60 - \frac{2}{3}x\right)dx = 1800 - 300 = 1500 m2^2, which is also 60+402⋅30\frac{60 + 40}{2} \cdot 30. The integral of b), ∫030x w(x) dx=21 000\int_0^{30} x\,w(x)\,dx = 21\,000, is the first MOMENT of the face about the surface line, so the depth of the centroid is dˉ=21 0001500=14\bar{d} = \frac{21\,000}{1500} = 14 m. Then ρg dˉ A=ρg⋅14⋅1500=21 000ρg\rho g\,\bar{d}\,A = \rho g \cdot 14 \cdot 1500 = 21\,000\rho g: the two computations are one and the same. The centroid is at depth 1414, above mid-height 1515, because the face is wider at the top.

d) The new surface is 66 m below the crest. Keep xx as the depth below the NEW surface: a point at depth xx is 6+x6 + x below the crest, so the width there is 60−23(6+x)=56−23x60 - \frac{2}{3}(6 + x) = 56 - \frac{2}{3}x, for 0≤x≤240 \le x \le 24. F=ρg∫024(56x−23x2)dx=ρg[28x2−2x39]024=ρg(16 128−3072)=13 056ρg=127 948 800F = \rho g\int_0^{24} \left(56x - \frac{2}{3}x^2\right)dx = \rho g\left[28x^2 - \frac{2x^3}{9}\right]_0^{24} = \rho g(16\,128 - 3072) = 13\,056\rho g = 127\,948\,800 N. The trap: keeping w(x)=60−23xw(x) = 60 - \frac{2}{3}x with the new depth, which puts the widest part of the dam at the new water line although that part is now dry.

e) Same area 15001500 and height 3030 means a rectangle 5050 m wide. Its centroid is at mid-height, depth 1515, deeper than the trapezoid's 1414: the rectangle carries more of its area low down, where the pressure is larger, so it takes MORE force. Confirmation: F=ρg∫03050x dx=ρg⋅25⋅900=22 500ρgF = \rho g\int_0^{30} 50x\,dx = \rho g \cdot 25 \cdot 900 = 22\,500\rho g, against 21 000ρg21\,000\rho g. The same reasoning explains why a dam is built thicker at its base: the force on each square metre of the face grows with depth.

Exercise 10: A parabolic canal gate: centroid, force, centre of pressure, Pappus

An irrigation canal has a parabolic cross-section: in metres, the water occupies the region x2≤y≤4x^2 \le y \le 4, so the canal is 44 m wide at the top and 44 m deep. A flat vertical gate closes the canal exactly along this region. Keep ρg\rho g symbolic.

The figure shows the gate and one horizontal strip at height yy above the bottom of the canal.

-3-2-1123412345y = x²surfaceheight y
  • a) Find the area of the gate and its centroid.
  • b) The canal is full. Find the hydrostatic force on the gate with horizontal strips, using the height yy of the figure.
  • c) Check your answer to b) with the depth of the centroid.
  • d) The gate is held by a single horizontal bar. At what depth must the bar be placed so that the water produces no net moment about it (the centre of pressure)? Compare with the depth of the centroid.
  • e) The same region is rotated about the horizontal line y=−1y = -1. Find the volume with Pappus, then confirm with washers.
Show the solution

Answers

  • a) A=323A = \frac{32}{3}, centroid (0,125)\left(0, \frac{12}{5}\right).
  • b) F=ρg∫04(4−y) 2y dy=25615ρgF = \rho g\int_0^4 (4 - y)\,2\sqrt{y}\,dy = \frac{256}{15}\rho g.
  • c) dˉ=4−125=85\bar{d} = 4 - \frac{12}{5} = \frac{8}{5} and ρg⋅85⋅323=25615ρg\rho g \cdot \frac{8}{5} \cdot \frac{32}{3} = \frac{256}{15}\rho g.
  • d) Depth 167≈2.29\frac{16}{7} \approx 2.29 m, deeper than the centroid at 85=1.6\frac{8}{5} = 1.6 m.
  • e) V=2π⋅175⋅323=1088π15V = 2\pi \cdot \frac{17}{5} \cdot \frac{32}{3} = \frac{1088\pi}{15}, and π∫−22(25−(x2+1)2)dx=1088π15\pi\int_{-2}^{2} \left(25 - (x^2 + 1)^2\right)dx = \frac{1088\pi}{15}.

a) Horizontal strips: at height yy the region runs from x=−yx = -\sqrt{y} to x=yx = \sqrt{y}, width 2y2\sqrt{y}. A=∫042y1/2 dy=[43y3/2]04=323A = \int_0^4 2y^{1/2}\,dy = \left[\frac{4}{3}y^{3/2}\right]_0^4 = \frac{32}{3}. Symmetry about the yy-axis gives xˉ=0\bar{x} = 0. A horizontal strip is parallel to the xx-axis, so its arm is simply yy: Mx=∫04y⋅2y1/2 dy=[45y5/2]04=1285M_x = \int_0^4 y \cdot 2y^{1/2}\,dy = \left[\frac{4}{5}y^{5/2}\right]_0^4 = \frac{128}{5}, and yˉ=1285⋅332=125\bar{y} = \frac{128}{5} \cdot \frac{3}{32} = \frac{12}{5}. Cross-check with vertical strips: Mx=∫−2212(16−x4) dx=12(64−645)=1285M_x = \int_{-2}^{2} \frac{1}{2}(16 - x^4)\,dx = \frac{1}{2}\left(64 - \frac{64}{5}\right) = \frac{128}{5}. The centroid (0,125)\left(0, \frac{12}{5}\right) is above mid-height 22, as it should be for a region widest at the top.

b) The surface is at y=4y = 4, so the strip at height yy is at DEPTH 4−y4 - y; its area is 2y dy2\sqrt{y}\,dy. F=ρg∫04(4−y) 2y1/2 dy=ρg∫04(8y1/2−2y3/2)dy=ρg[163y3/2−45y5/2]04=ρg(1283−1285)=25615ρgF = \rho g\int_0^4 (4 - y)\,2y^{1/2}\,dy = \rho g\int_0^4 \left(8y^{1/2} - 2y^{3/2}\right)dy = \rho g\left[\frac{16}{3}y^{3/2} - \frac{4}{5}y^{5/2}\right]_0^4 = \rho g\left(\frac{128}{3} - \frac{128}{5}\right) = \frac{256}{15}\rho g. With ρg=9800\rho g = 9800 this is about 1.7×1051.7 \times 10^5 N. Writing ρg y\rho g\,y for the pressure, as if yy were a depth, gives ρg⋅1285\rho g \cdot \frac{128}{5}, a force larger than the right one although the wide part of the gate is near the surface: a sure sign of an inverted depth.

c) The centroid is at height 125\frac{12}{5}, so at depth dˉ=4−125=85\bar{d} = 4 - \frac{12}{5} = \frac{8}{5}. Then ρg dˉ A=ρg⋅85⋅323=25615ρg\rho g\,\bar{d}\,A = \rho g \cdot \frac{8}{5} \cdot \frac{32}{3} = \frac{256}{15}\rho g, the same value. This check costs one line and protects the whole question: parts a) and b) are computed independently, and they agree only if the width, the depth and both integrals are right.

d) Let the bar be at depth hh. The strip at depth s=4−ys = 4 - y carries the force ρg s dA\rho g\,s\,dA and has arm s−hs - h about the bar, so there is no net moment when ∫(s−h) ρg s dA=0\int (s - h)\,\rho g\,s\,dA = 0, that is h=∫s2 dA∫s dAh = \frac{\int s^2\,dA}{\int s\,dA}. It is the balance condition of Exercise 1 e), with forces in place of masses. The denominator is 25615\frac{256}{15} from b). The numerator: ∫04(4−y)2 2y1/2 dy=∫04(32y1/2−16y3/2+2y5/2)dy=5123−10245+5127=4096105\int_0^4 (4 - y)^2\,2y^{1/2}\,dy = \int_0^4 \left(32y^{1/2} - 16y^{3/2} + 2y^{5/2}\right)dy = \frac{512}{3} - \frac{1024}{5} + \frac{512}{7} = \frac{4096}{105}. So h=4096105⋅15256=167≈2.29h = \frac{4096}{105} \cdot \frac{15}{256} = \frac{16}{7} \approx 2.29 m. The centre of pressure is DEEPER than the centroid (1.61.6 m) because the deep strips carry more force per unit area: they get more weight than in a plain centroid.

e) The region lies entirely above y=−1y = -1, so Pappus applies. The centroid is at height 125\frac{12}{5}, at distance d=125−(−1)=175d = \frac{12}{5} - (-1) = \frac{17}{5} from the axis, and V=2πdA=2π⋅175⋅323=1088π15V = 2\pi d A = 2\pi \cdot \frac{17}{5} \cdot \frac{32}{3} = \frac{1088\pi}{15}. Washers perpendicular to xx: outer radius 4−(−1)=54 - (-1) = 5, inner radius x2−(−1)=x2+1x^2 - (-1) = x^2 + 1, so V=π∫−22(25−(x2+1)2)dx=π∫−22(24−2x2−x4)dx=π(96−323−645)=1088π15V = \pi\int_{-2}^{2} \left(25 - (x^2 + 1)^2\right)dx = \pi\int_{-2}^{2} \left(24 - 2x^2 - x^4\right)dx = \pi\left(96 - \frac{32}{3} - \frac{64}{5}\right) = \frac{1088\pi}{15}. Using d=125d = \frac{12}{5}, the distance to the xx-axis instead of the axis of rotation, would give 256π5\frac{256\pi}{5}: the distance is always measured to the AXIS.

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