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 is kept as a symbol or taken as 9800 N/m3 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 Mx is built from y; 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 21(f2−g2) comes from. The two halves of the chapter meet in one formula: the force on a vertical plate is ρg times the depth of its centroid times its area.
The traps named explicitly in the solutions: Mx computed with the x-coordinates, the plain average of positions taken for a centre of mass, yˉ=A1∫fdx (which always returns 1), 21(f−g)2 in place of 21(f2−g2), the average of two centroids for a composite plate, the depth measured from the bottom, the pressure taken at the deepest point, the factor sinθ1 forgotten on an inclined plate, and Pappus used with an axis that cuts the region or with the distance to the origin.
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•Point masses: m=∑mi, My=∑mixi, Mx=∑miyi, xˉ=mMy, yˉ=mMx. The subscript names the AXIS.
•Uniform plate between f (top) and g on [a,b]: A=∫ab(f−g)dx, My=∫abx(f−g)dx, Mx=∫ab21(f2−g2)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 A on one side of an axis ℓ, with centroid at distance d from ℓ, sweeps a volume V=2πdA.
•Pressure at depth x: P=ρgx, with ρg=9800 N/m3 for water (in imperial units, δ=62.5 lb/ft3 and P=δx).
•Force on a vertical plate of width w(x) at depth x: F=∫ρgxw(x)dx=ρgdˉA, with dˉ 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 x-axis and carries three point masses: 4 kg at x=−3, 2 kg at x=1 and 6 kg at x=3 (positions in metres). The moment of a system about the origin is M=∑mixi, and its centre of mass is xˉ=M/m, where m=∑mi is the total mass.
In the plane, a system of point masses mi at (xi,yi) has two moments: My=∑mixi about the y-axis and Mx=∑miyi about the x-axis.
a) Compute the total mass, the moment about the origin and the centre of mass xˉ of the rod.
b) A fourth mass of 4 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, 3−3+1+3=31, is not the centre of mass found in a).
c) Three masses lie in the plane: 3 kg at (1,2), 1 kg at (−2,4) and 2 kg at (3,−1). Compute Mx, My and the centre of mass (xˉ,yˉ).
d) Explain why Mx is built from the y-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), is zero, and decide which way the rod tips if it rests on a pivot at x=1.
Show the solution
Answers
a)m=12 kg, M=8 kg m, xˉ=32 m.
b)At x=−2. The plain average ignores the masses; the centre of mass weights each position by its mass.
c)Mx=8, My=7, (xˉ,yˉ)=(67,34).
d)The arm for a rotation about the x-axis is the distance to that axis, ∣y∣. The swap gives (34,67), the mirror image in y=x.
e)4(−311)+2(31)+6(37)=0. About x=1 the moment is −4: the left end goes down.
a)
The total mass is m=4+2+6=12 kg. Each mass contributes its mass times its signed position: M=4(−3)+2(1)+6(3)=−12+2+18=8 kg m. Then xˉ=mM=128=32 m. The sign of each xi matters: the 4 kg mass on the left pulls the moment DOWN by 12, and dropping that minus sign would give M=32 and xˉ=38, far too close to the right end for a system with 4 kg pulling on the far left.
b)
With a fourth mass of 4 kg at x=p, the new moment is 8+4p and the new total mass is 16. The centre of mass is at the origin exactly when the MOMENT is zero, so 8+4p=0 and p=−2. Check: 4(−3)+2(1)+6(3)+4(−2)=0. The average 31 treats the three masses as equal: it is the centre of mass of three EQUAL masses at those positions, not of these ones. The 6 kg mass at x=3 weighs three times as much as the 2 kg mass, so it drags xˉ to the right, from 31 to 32. The centre of mass is a WEIGHTED average: xˉ=∑mi∑mixi, and the weights are the masses.
c)
Total mass m=3+1+2=6 kg. About the y-axis the arm is the x-coordinate: My=3(1)+1(−2)+2(3)=3−2+6=7. About the x-axis the arm is the y-coordinate: Mx=3(2)+1(4)+2(−1)=6+4−2=8. Then xˉ=mMy=67 and yˉ=mMx=68=34. The pairing to memorise is crossed: xˉ comes from My and yˉ comes from Mx. Sanity check: 67 lies between the smallest and largest xi, −2 and 3, and 34 between −1 and 4, 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 x-axis is its distance to that axis, which is ∣y∣, not ∣x∣. A mass at (5,0) sits ON the x-axis and cannot turn anything about it, whatever its x-coordinate: its contribution to Mx must be 0, and it is, since y=0. The subscript names the axis, never the coordinate that is multiplied. A student who swaps the moments writes xˉ=68 and yˉ=67, and reports (34,67): the reflection of the true centre of mass in the line y=x. It costs the whole answer, and it is invisible unless you check against the picture.
e)
With xˉ=32 the arms become −3−32=−311, 1−32=31 and 3−32=37, so ∑mi(xi−xˉ)=3−44+2+42=0. This is not a coincidence: ∑mi(xi−xˉ)=M−mxˉ=0 by the very definition of xˉ. That is what the centre of mass MEANS: a pivot placed there balances the rod. About a pivot at x=1 the arms are −4, 0 and 2, and the moment is 4(−4)+2(0)+6(2)=−4=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 32 is to the LEFT of the pivot.
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Exercise 2: Centroid under one curve: the strip sits at half height
R is the region under y=x for 0≤x≤4, a plate of uniform density. For a region under y=f(x)≥0 on [a,b] with area A, the centroid is xˉ=A1∫abxf(x)dx and yˉ=A1∫ab21[f(x)]2dx.
The figure shows one vertical strip of the region and its midpoint M.
a) Compute the area A of R.
b) Compute xˉ.
c) Compute yˉ, and explain where the factor 21[f(x)]2 comes from, using the strip of the figure.
d) A classmate writes yˉ=A1∫04xdx. 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=sinx for 0≤x≤π, using symmetry wherever it saves an integral.
Show the solution
Answers
a)A=316.
b)xˉ=512.
c)yˉ=43; a strip of area f(x)dx has its own centroid at height 21f(x).
d)A1∫fdx=AA=1 for every region: the formula is wrong.
e)(2π,8π).
a)
A=∫04x1/2dx=[32x3/2]04=32⋅8=316. Writing x as x1/2 before integrating is what keeps the power rule safe: 43/2=(4)3=8.
b)
The moment about the y-axis adds the strips, each with area f(x)dx and arm x: My=∫04x⋅x1/2dx=∫04x3/2dx=[52x5/2]04=52⋅32=564. So xˉ=AMy=564⋅163=512. Sanity check: 512=2.4 lies to the right of the midpoint 2 of [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 x.
c)
The strip at x is a thin rectangle of height f(x) and width dx. Its own centroid is at its MIDDLE, the point M of the figure, at height 21f(x). Its moment about the x-axis is therefore (area) × (arm) =f(x)dx⋅21f(x)=21[f(x)]2dx. That is the whole origin of the formula. Here Mx=∫0421(x)2dx=21∫04xdx=21⋅8=4, and yˉ=AMx=4⋅163=43. Check: the region never rises above 2, and most of its area is low, so yˉ must be well below 1: 0.75 is plausible.
d)
For any region under f≥0, ∫abf(x)dx IS the area A, so A1∫abf(x)dx=AA=1, whatever f, a and b are. A formula that gives yˉ=1 for a region of height 0.01 and for a region of height 1000 cannot be a centroid formula. The mistake is to use y=f(x), the TOP of the strip, as the arm: the arm is the height of the strip's own centroid, 21f(x), and the area of the strip multiplies it once more, hence 21f2. Note also that yˉ is not the average value of f: here fave=41⋅316=34, far from 43.
e)
A=∫0πsinxdx=[−cosx]0π=1+1=2. The region is symmetric about the vertical line x=2π, since sin(π−x)=sinx, and a uniform plate symmetric about a line has its centroid ON that line: xˉ=2π with no integral (integrating xsinx by parts gives My=π and confirms it). For yˉ there is no symmetry to use: Mx=21∫0πsin2xdx=21∫0π21−cos2xdx=41[x−2sin2x]0π=4π, so yˉ=2π/4=8π. With π≈3.14, yˉ≈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
R is the region between the line y=2x and the parabola y=x2. For a region between y=f(x) on top and y=g(x) below, on [a,b]: xˉ=A1∫abx[f(x)−g(x)]dx and yˉ=A1∫ab21([f(x)]2−[g(x)]2)dx.
The figure shows one vertical strip and its midpoint M.
a) Find where the curves meet, which one is on top, and the area A of R.
b) Compute xˉ, and explain why the answer could have been predicted although R is not symmetric.
c) Compute yˉ, and justify the formula from the strip: its length, its midpoint, its moment.
d) A student uses 21[f(x)−g(x)]2 instead of 21([f(x)]2−[g(x)]2). Compute the yˉ this produces and show that the point obtained is not even in R.
e) Compute Mx again with HORIZONTAL strips, and compare.
Show the solution
Answers
a)x=0 and x=2; 2x≥x2 on [0,2]; A=34.
b)xˉ=1: the strip lengths 2x−x2 are symmetric about x=1.
c)Mx=1532, yˉ=58.
d)yˉ=52, and (1,52) lies below the parabola: outside R.
e)Mx=∫04y(y−2y)dy=1532, the same.
a)
2x=x2 gives x(x−2)=0, so x=0 or x=2, at the points (0,0) and (2,4). At x=1, 2x=2>1=x2: the line is on top on the whole of [0,2]. Then A=∫02(2x−x2)dx=[x2−3x3]02=4−38=34.
b)
My=∫02x(2x−x2)dx=∫02(2x2−x3)dx=[32x3−4x4]02=316−4=34, so xˉ=4/34/3=1. The region is NOT symmetric about x=1, its top edge is a line and its bottom edge a parabola. But xˉ only depends on HOW LONG each vertical strip is, not on where it sits vertically: sliding strips up or down never changes their x. The length L(x)=2x−x2=1−(x−1)2 is symmetric about x=1, so the strips balance about that line. Useful reflex: before computing xˉ, look at f−g, not at the picture.
c)
The strip at x runs from g(x)=x2 up to f(x)=2x. Its length is f−g, its midpoint M is at height 2f+g, so its moment about the x-axis is (area) × (arm) =(f−g)dx⋅2f+g=21(f2−g2)dx: a difference of squares, not a square of a difference. Here Mx=21∫02(4x2−x4)dx=21[34x3−5x5]02=21(332−532)=21⋅1564=1532, and yˉ=1532⋅43=58. The centroid is (1,58); at x=1 the region runs from y=1 to y=2, and 1.6 is inside, as expected for this convex region.
d)
21∫02(2x−x2)2dx=21∫02(4x2−4x3+x4)dx=21(332−16+532)=21⋅1516=158, and dividing by A gives 158⋅43=52. The point (1,52) lies BELOW the parabola, whose height at x=1 is 1: it is not in R at all. What went wrong: 21(f−g)2 is the moment of a strip that starts on the x-axis, as if every strip had been slid down to y=0. It is correct only when g=0, which is exactly Exercise 2. Checking that (xˉ,yˉ) lands inside a convex region is a five-second test that catches this error every time.
e)
Horizontal strips: for 0≤y≤4 the region runs from the line, x=2y, to the parabola, x=y (the parabola is on the RIGHT for horizontal strips). A strip at height y has area (y−2y)dy and arm y for a rotation about the x-axis, with no factor 21 this time, since the whole strip is at height y. So Mx=∫04(y3/2−2y2)dy=[52y5/2−6y3]04=564−332=1532, the same value. The factor 21 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 6×4 rectangle, occupying −3≤x≤3, 0≤y≤4, topped by a half-disc of radius 3 centred at (0,4).
a) Show that the half-disc x2+y2≤r2, y≥0, has its centroid at (0,3π4r). 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≤4, 0≤y≤4 has a circular hole of radius 1 centred at (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 and say which way it moved.
Show the solution
Answers
a)Mx=32r3, A=2πr2, yˉ=3π4r; xˉ=0 by symmetry.
b)(0,16+3π4(11+3π)), about (0,3.21).
c)3+π2≈3.64: the average ignores that the two pieces have different areas.
d)xˉ=yˉ=16−π32−3π, about 1.76.
e)yˉ=32+3π4(19+3π), about 2.75: lower, since the top is lighter.
a)
The half-disc is symmetric about the y-axis, so xˉ=0 with no computation. For yˉ, use vertical strips under f(x)=r2−x2 on [−r,r]: Mx=∫−rr21(r2−x2)dx=21[r2x−3x3]−rr=21(2r3−32r3)=32r3. The square root disappears because the formula uses f2: no trigonometric substitution is needed. The area is half a disc, A=2πr2, quoted from geometry. So yˉ=32r3⋅πr22=3π4r. With π≈3.14, 3π4≈0.42: the centroid sits at 42 percent of the radius, below the middle height, because the half-disc is widest at the bottom.
b)
Symmetry about the y-axis gives xˉ=0. For yˉ, add the MOMENTS of the two pieces, each being (area) × (height of its own centroid). Rectangle: area 24, centroid height 2, moment 48. Half-disc: area 29π, centroid height 4+3π4⋅3=4+π4 (measured from y=0, not from its own base), moment 29π(4+π4)=18π+18. Total moment 66+18π, total area 24+29π=248+9π, so yˉ=48+9π2(66+18π)=48+9π132+36π=16+3π4(11+3π). Order of magnitude: 16+9.444+37.7≈3.21.
c)
He writes yˉ=21(2+4+π4)=3+π2≈3.64. That is the centroid of two EQUAL masses placed at the two centroids. But the rectangle has area 24 and the half-disc only 29π≈14.1: the rectangle weighs more and must pull the centroid down, to about 3.21. The correct combination is the weighted average yˉ=A1+A2A1yˉ1+A2yˉ2, 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 16, centroid (2,2), My=32. Hole: area π, centroid (3,3), My=3π. Plate: area 16−π and My=32−3π, so xˉ=16−π32−3π. The plate is symmetric about the diagonal y=x (the square is, and the hole is centred on it), so yˉ=xˉ 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), and indeed 16−π32−3π<2⟺32−3π<32−2π, which is true. Numerically 16−3.1432−9.42≈1.76.
e)
With two densities the weights are the MASSES, not the areas. Take the rectangle's density as ρ and the glass as 2ρ. Rectangle: mass 24ρ, moment 48ρ. Half-disc: mass 2ρ⋅29π=49πρ, moment 2ρ(18π+18)=(9π+9)ρ. Then yˉ=24+49π48+9π+9=96+9π4(57+9π)=32+3π4(19+3π), about 41.44⋅28.4≈2.75. It moved DOWN from 3.21: lightening the top leaves the heavy rectangle in charge. The density ρ 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 R be a plane region lying entirely on one side of a line ℓ in its plane. If R is rotated about ℓ, the volume of the solid obtained is V=A⋅2πd, where A is the area of R and d is the distance from the centroid of R to ℓ.
The figure shows the disc (x−4)2+y2≤1 and the y-axis about which it turns; the dashed circle is its position after half a turn.
a) Find the volume of the torus obtained by rotating the disc of the figure about the y-axis.
b) The region between y=2x and y=x2 has area 34 and centroid (1,58) (Exercise 3). Use Pappus to find the volume when it is rotated about the x-axis, then confirm with washers.
c) Same region, rotated about the line x=3. Use Pappus, then confirm with cylindrical shells.
d) Run Pappus BACKWARDS: rotating the right triangle with vertices (0,0), (a,0) and (0,h) about the y-axis gives a cone of volume 31πa2h. Deduce xˉ for the triangle.
e) A student rotates the disc x2+y2≤1 about the y-axis and writes V=2π⋅0⋅π=0. Explain the error, and obtain the volume of the ball correctly with Pappus.
Show the solution
Answers
a)V=π⋅2π⋅4=8π2.
b)V=2π⋅58⋅34=1564π, and π∫02(4x2−x4)dx=1564π.
c)V=2π⋅2⋅34=316π, and 2π∫02(3−x)(2x−x2)dx=316π.
d)2πxˉ⋅2ah=31πa2h gives xˉ=3a.
e)The axis crosses the disc, so Pappus does not apply; rotate the right half-disc instead: V=2π⋅3π4⋅2π=34π.
a)
The disc has area A=π⋅12=π and, by symmetry, its centroid is its centre (4,0), at distance d=4 from the y-axis. The disc lies entirely in x≥3, on one side of the axis, so Pappus applies: V=A⋅2πd=π⋅8π=8π2. Read the formula as a sentence: the centroid travels once around a circle of length 2πd=8π, and the area π 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 x-axis is yˉ=58, so V=34⋅2π⋅58=1564π. With washers, the outer radius is 2x, the inner radius x2: V=π∫02(4x2−x4)dx=π(332−532)=1564π. The agreement is no accident. The washer integral is π∫(f2−g2)dx, and Mx=21∫(f2−g2)dx: so V=2πMx=2πyˉA. Pappus about the x-axis IS the washer method, rewritten with the centroid.
c)
The axis x=3 lies to the right of the whole region (0≤x≤2), and the centroid is at x=1, so the distance is d=3−1=2, measured from the AXIS, not from the origin. V=34⋅2π⋅2=316π. With shells about x=3, the radius is 3−x and the height 2x−x2: V=2π∫02(3−x)(2x−x2)dx=2π∫02(6x−5x2+x3)dx=2π(12−340+4)=2π⋅38=316π. Using d=1, the distance to the origin, would give 38π, half the true volume.
d)
The triangle has area 2ah and lies in x≥0, on one side of the y-axis. Pappus gives 2πxˉ⋅2ah=πahxˉ, and this must equal the volume of the cone, 31πa2h. Hence xˉ=3a: the centroid of a right triangle is at one third of each leg from the right angle. Rotating about the x-axis instead gives a cone of radius h and height a, and the same argument gives yˉ=3h. Pappus is a two-way street: a known volume gives a centroid for free.
e)
The hypothesis of Pappus is that R lies entirely on ONE side of the axis. The y-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=0. The fix is to rotate only the right half-disc x2+y2≤1, x≥0: it produces the whole ball, has area 2π, and its centroid is at distance 3π4⋅1 from the y-axis (Exercise 4 a, turned on its side). So V=2π⋅2π⋅3π4=34π, 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 d below the surface of water the pressure is P=ρgd, with ρ=1000 kg/m3 and g=9.8 m/s2, so ρg=9800 N/m3. 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=∫ρgxw(x)dx, where x is the depth and w(x) the width of the plate at that depth.
Give each answer as a multiple of ρg, then in newtons. The figure shows the two triangular plates of parts b) and c), just below the surface.
a) A vertical rectangular plate 4 m wide and 3 m tall has its top edge 2 m below the surface. Find the force on one face.
b) Plate (b) is an isosceles triangle with its 6 m base along the surface and its vertex 3 m below it. Find the force.
c) Plate (c) is the same triangle turned over: vertex at the surface, base 3 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 4 m wide, with slant length 2 m, is inclined at 30∘ to the horizontal, top edge 1 m below the surface. Find the force on it.
Show the solution
Answers
a)F=ρg∫254xdx=42ρg=411600 N.
b)w(x)=2(3−x), F=ρg∫032x(3−x)dx=9ρg=88200 N.
c)w(x)=2x, F=ρg∫032x2dx=18ρg=176400 N.
d)Same area 9, but the centroid is at depth 1 in b) and at depth 2 in c).
e)Strip area 4⋅sin30∘dx=8dx, F=ρg∫128xdx=12ρg=117600 N.
a)
Choose the variable first and say it in words: x is the DEPTH below the surface, measured downward. The plate occupies 2≤x≤5, and at every depth its width is 4. The strip between depths x and x+dx has area 4dx and feels the pressure ρgx, so F=∫25ρgx⋅4dx=2ρg[x2]25=2ρg(25−4)=42ρg=42⋅9800=411600 N. The bounds are depths, 2 and 5, not 0 and 3: the plate does not start at the surface. Using ∫03 would give 18ρg, the force on the same plate touching the surface.
b)
With x the depth, the base is at x=0 and the vertex at x=3. The width shrinks linearly from 6 to 0, so w(x)=6⋅33−x=2(3−x); check the two ends, w(0)=6 and w(3)=0. Then F=ρg∫03x⋅2(3−x)dx=2ρg[23x2−3x3]03=2ρg(227−9)=9ρg=88200 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 0 and the base at depth 3, so w(x)=2x, with w(0)=0 and w(3)=6. F=ρg∫03x⋅2xdx=ρg[32x3]03=18ρg=176400 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 9ρg 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: ∫xw(x)dx is the first moment of the plate about the surface line, which equals (area) × (depth of the centroid). So F=ρgdˉA. Both plates have A=21⋅6⋅3=9. The centroid of a triangle is at one third of the height from the base: at depth 1 in b) (base on top) and at depth 2 in c) (base at the bottom). Hence 9ρg⋅1 against 9ρg⋅2: the factor 2 is the ratio of the centroid depths, and nothing else.
e)
The top edge is at depth 1; going 2 m down the slope lowers you by 2sin30∘=1 m, so the plate spans depths 1≤x≤2. A thin band between depths x and x+dx is still 4 m wide, but along the slope it is sin30∘dx=2dx long, so its area is 8dx, not 4dx. F=∫12ρgx⋅8dx=4ρg[x2]12=12ρg=117600 N. Check with the centroid: area 4⋅2=8, centroid at mid depth 1.5, F=ρg⋅1.5⋅8=12ρg. Forgetting the factor sinθ1 integrates the SHADOW of the plate on a vertical wall and gives 6ρg, half the answer.
Exercise 7: A circular porthole: symmetry does half the work
A circular window of radius R is set vertically in the wall of a tank, its centre at depth d below the surface, with d>R so that it is entirely under water. Let y be the height measured UPWARD from the centre of the window, so that −R≤y≤R on the window.
Take ρg=9800 N/m3 when numbers are needed.
a) Express the width of the horizontal strip at height y, and its depth below the surface. Write the force on the window as an integral in y.
b) Evaluate it by splitting it into two integrals, without any trigonometric substitution. Show that F=ρgdπR2.
c) An aquarium window has radius 0.5 m and its centre 3 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) × (area), and why that shortcut is not a coincidence.
Show the solution
Answers
a)w=2R2−y2, depth d−y, F=ρg∫−RR(d−y)2R2−y2dy.
b)d⋅πR2 (area of the disc) minus an odd integral equal to 0: F=ρgdπR2.
c)F=9800⋅3⋅4π=7350π N, about 23000 N.
d)Flow−Fup=34ρgR3=34900 N, about 1600 N.
e)∫(depth)dA=dˉA, and the centroid of the disc is its centre.
a)
The circle is x2+y2=R2 in coordinates centred on the window, so the strip at height y runs from x=−R2−y2 to x=R2−y2: its width is 2R2−y2. Its depth is d−y, NOT d+y: y is measured upward, and going up brings you closer to the surface. The strip of thickness dy has area 2R2−y2dy and feels the pressure ρg(d−y), so F=ρg∫−RR(d−y)2R2−y2dy. Choosing y from the centre rather than the depth from the surface is deliberate: it makes the window symmetric about y=0, which part b) exploits.
b)
Split: F=ρgd∫−RR2R2−y2dy−ρg∫−RR2yR2−y2dy. The first integral adds the widths of all the strips: it is the AREA of the disc, πR2, read from geometry, so no trigonometric substitution is needed. The second integrand 2yR2−y2 is ODD, since changing y into −y changes its sign, and it is integrated over an interval symmetric about 0: the integral is 0. Physically, each strip above the centre is matched by a strip below it, one shallower by y, the other deeper by y, and the excesses cancel. Hence F=ρgdπR2.
c)
With R=21 and d=3: F=9800⋅3⋅π⋅41=7350π N. With π≈3.14, 7350⋅3.14≈23079, so about 2.3×104 N, roughly the weight of a mass of 2.4 tonnes. The exact answer is 7350π N; the decimal is only there to give the order of magnitude.
d)
Lower half (−R≤y≤0): Flow=ρg[d⋅2πR2+∫−R0(−y)2R2−y2dy]. With u=R2−y2, du=−2ydy, the last integral is ∫0R2udu=32R3. For the upper half the same term comes with a minus sign. So Flow−Fup=34ρgR3. With R=21: 34⋅9800⋅81=69800=34900 N, about 1600 N, against roughly 12400 N on the lower half and 10700 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)dA, and ∫(depth)dA is the first moment of the plate about the surface line, which equals Adˉ with dˉ the depth of the centroid. So F=ρgdˉA = (pressure at the centroid) × (area), for ANY plane vertical plate. For the disc the centroid is the centre, at depth d, which gives ρgdπR2 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=∑mixi, since it is the moment about the x-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 10 km long must withstand a larger force than a dam of the same shape holding back a pond 10 m long, at the same water depth.
Show the solution
Answers
a)False: Mx=∑miyi. A mass on the x-axis has Mx=0 whatever its x.
b)False: the L-shaped plate made of [0,4]×[0,1] and [0,1]×[1,4] has centroid (1419,1419), off the plate.
c)False: it is the pressure at the CENTROID times the area; for Exercise 6 a) the rule gives 60ρg instead of 42ρg.
d)False: the region must lie on one side of the axis. The unit disc about a diameter would give 0, not 34π.
e)False: F=ρg∫xw(x)dx depends only on the depth and the shape of the wetted face.
a)
FALSE. The moment about the x-axis measures the tendency to rotate ABOUT that axis, and the arm of a mass is its distance to the axis, ∣y∣. A single mass of 1 kg at (2,0) lies on the x-axis and cannot rotate about it: Mx must be 0, and ∑miyi=0 indeed, while the statement gives 2. Correct statement: Mx=∑miyi and My=∑mixi, then xˉ=mMy and yˉ=mMx. The subscript names the axis, never the coordinate. The error reflects the centroid in the line y=x and costs the whole answer.
b)
FALSE. Take the L-shaped plate made of the bar [0,4]×[0,1] (area 4, centroid (2,21)) and the column [0,1]×[1,4] (area 3, centroid (21,25)). Adding moments: My=4⋅2+3⋅21=219 and Mx=4⋅21+3⋅25=219, with A=7, so the centroid is (1419,1419). Both coordinates exceed 1, so the point is neither in the bar (y≤1) nor in the column (x≤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), 4×3 with its top at depth 2: deepest point at depth 5 gives ρg⋅5⋅12=60ρg, while the integral gives 42ρg. Correct statement: F=ρgdˉA, where dˉ is the depth of the CENTROID: here dˉ=3.5 and 3.5⋅12=42. When in doubt, the integral ∫ρgxw(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 y-axis. Its centroid is on the axis, d=0, and the formula gives V=π⋅2π⋅0=0, but the solid is a ball of volume 34π. The two halves sweep the SAME ball while their moments cancel. Correct statement: V=2πdA 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=∫ρgxw(x)dx: it involves the depth x and the width 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: 60 m wide along the crest, 40 m wide at the bottom, 30 m high, as in the figure. Take ρg=9800 N/m3 and let x 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.
a) The reservoir is full, water level with the crest. Find the width w(x) of the face at depth x, and write the force as an integral.
b) Evaluate the force, first as a multiple of ρg, then in newtons.
c) Find the area of the face and the depth of its centroid from your integral, and check the rule F=ρgdˉA.
d) In a dry summer the water stands 6 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)=60−32x, F=ρg∫030x(60−32x)dx.
b)F=21000ρg=205800000 N, about 2.1×108 N.
c)A=1500 m2, dˉ=14 m, and ρg⋅14⋅1500=21000ρg.
d)w=56−32x on [0,24], F=13056ρg=127948800 N.
e)Larger: 50×30, centroid at depth 15>14, F=22500ρg.
a)
The width decreases linearly from 60 at depth 0 to 40 at depth 30: it loses 20 m over 30 m, that is 32 m per metre of depth. So w(x)=60−32x; check w(0)=60 and w(30)=60−20=40. The horizontal strip at depth x has area w(x)dx and pressure ρgx, so F=ρg∫030x(60−32x)dx. Measuring x from the SURFACE downward makes the pressure simply ρgx; a student who measures y up from the bottom must write the depth as 30−y, and forgetting that is the most common way to lose this question.
b)
∫030(60x−32x2)dx=[30x2−92x3]030=27000−6000=21000. So F=21000ρg=21000⋅9800=205800000 N, about 2.1×108 N. Unit check: ρg is in N/m3 and the integral, a depth times an area, is in m4, so F is in newtons.
c)
Area: A=∫030(60−32x)dx=1800−300=1500 m2, which is also 260+40⋅30. The integral of b), ∫030xw(x)dx=21000, is the first MOMENT of the face about the surface line, so the depth of the centroid is dˉ=150021000=14 m. Then ρgdˉA=ρg⋅14⋅1500=21000ρg: the two computations are one and the same. The centroid is at depth 14, above mid-height 15, because the face is wider at the top.
d)
The new surface is 6 m below the crest. Keep x as the depth below the NEW surface: a point at depth x is 6+x below the crest, so the width there is 60−32(6+x)=56−32x, for 0≤x≤24. F=ρg∫024(56x−32x2)dx=ρg[28x2−92x3]024=ρg(16128−3072)=13056ρg=127948800 N. The trap: keeping w(x)=60−32x 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 1500 and height 30 means a rectangle 50 m wide. Its centroid is at mid-height, depth 15, deeper than the trapezoid's 14: the rectangle carries more of its area low down, where the pressure is larger, so it takes MORE force. Confirmation: F=ρg∫03050xdx=ρg⋅25⋅900=22500ρg, against 21000ρg. 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≤4, so the canal is 4 m wide at the top and 4 m deep. A flat vertical gate closes the canal exactly along this region. Keep ρg symbolic.
The figure shows the gate and one horizontal strip at height y above the bottom of the canal.
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 y 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=−1. Find the volume with Pappus, then confirm with washers.
Show the solution
Answers
a)A=332, centroid (0,512).
b)F=ρg∫04(4−y)2ydy=15256ρg.
c)dˉ=4−512=58 and ρg⋅58⋅332=15256ρg.
d)Depth 716≈2.29 m, deeper than the centroid at 58=1.6 m.
e)V=2π⋅517⋅332=151088π, and π∫−22(25−(x2+1)2)dx=151088π.
a)
Horizontal strips: at height y the region runs from x=−y to x=y, width 2y. A=∫042y1/2dy=[34y3/2]04=332. Symmetry about the y-axis gives xˉ=0. A horizontal strip is parallel to the x-axis, so its arm is simply y: Mx=∫04y⋅2y1/2dy=[54y5/2]04=5128, and yˉ=5128⋅323=512. Cross-check with vertical strips: Mx=∫−2221(16−x4)dx=21(64−564)=5128. The centroid (0,512) is above mid-height 2, as it should be for a region widest at the top.
b)
The surface is at y=4, so the strip at height y is at DEPTH 4−y; its area is 2ydy. F=ρg∫04(4−y)2y1/2dy=ρg∫04(8y1/2−2y3/2)dy=ρg[316y3/2−54y5/2]04=ρg(3128−5128)=15256ρg. With ρg=9800 this is about 1.7×105 N. Writing ρgy for the pressure, as if y were a depth, gives ρg⋅5128, 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 512, so at depth dˉ=4−512=58. Then ρgdˉA=ρg⋅58⋅332=15256ρg, 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 h. The strip at depth s=4−y carries the force ρgsdA and has arm s−h about the bar, so there is no net moment when ∫(s−h)ρgsdA=0, that is h=∫sdA∫s2dA. It is the balance condition of Exercise 1 e), with forces in place of masses. The denominator is 15256 from b). The numerator: ∫04(4−y)22y1/2dy=∫04(32y1/2−16y3/2+2y5/2)dy=3512−51024+7512=1054096. So h=1054096⋅25615=716≈2.29 m. The centre of pressure is DEEPER than the centroid (1.6 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=−1, so Pappus applies. The centroid is at height 512, at distance d=512−(−1)=517 from the axis, and V=2πdA=2π⋅517⋅332=151088π. Washers perpendicular to x: outer radius 4−(−1)=5, inner radius x2−(−1)=x2+1, so V=π∫−22(25−(x2+1)2)dx=π∫−22(24−2x2−x4)dx=π(96−332−564)=151088π. Using d=512, the distance to the x-axis instead of the axis of rotation, would give 5256π: the distance is always measured to the AXIS.
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