FE4RACCOONS
FE Civil · Chapter 1 · 8–12 questions on the exam

FE Civil Mathematics & Computational Tools practice problems

29 exam-style problems with worked solutions and the FE Reference Handbook page for each. Pick an answer to check it. No account needed.

Q1A straight property boundary is described by the line 3x−4y+10=03x - 4y + 10 = 0. A survey monument sits at the point (8, 6). What is the perpendicular distance from the monument to the boundary line?

Worked solution

The point-to-line distance formula is d=∣Ax0+By0+C∣/A2+B2d = |Ax_0 + By_0 + C| / \sqrt{A^2 + B^2}. Plug in: numerator =∣3(8)−4(6)+10∣=∣24−24+10∣=10= |3(8) - 4(6) + 10| = |24 - 24 + 10| = 10; denominator =9+16=5= \sqrt{9 + 16} = 5; so d=10/5=2d = 10/5 = 2. The value 10 is the numerator alone, from forgetting to divide by the magnitude of the coefficient vector. The value 1.4 comes from dividing by 2\sqrt{2} instead of A2+B2\sqrt{A^2+B^2}. The value 50 forgets the square root in the denominator.

  1. Identify A=3A = 3, B=−4B = -4, C=10C = 10 and the point (x0,y0)=(8,6)(x_0, y_0) = (8, 6).
  2. Apply the distance formula:
    d=∣3(8)−4(6)+10∣32+(−4)2d = \frac{|3(8) - 4(6) + 10|}{\sqrt{3^2 + (-4)^2}}
  3. Compute:
    d=∣24−24+10∣25=105=2d = \frac{|24 - 24 + 10|}{\sqrt{25}} = \frac{10}{5} = 2

FE Reference Handbook 10.6, p. 37

Q2The profile of a sag vertical curve is modeled by y=2x2−12x+5y = 2x^2 - 12x + 5. What is the minimum elevation yy on the curve?

Worked solution

The vertex of a parabola occurs at x=−b/(2a)=12/4=3x = -b/(2a) = 12/4 = 3. The minimum elevation is the yy-value there: y=2(3)2−12(3)+5=18−36+5=−13y = 2(3)^2 - 12(3) + 5 = 18 - 36 + 5 = -13. The value 3 is the vertex xx-coordinate, not the elevation, a classic mix-up. The value 5 is the yy-intercept (the value at x=0x = 0), not the minimum. The value -7 is just a distractor; computing yy correctly at x=3x=3 gives 18−36+5=−1318-36+5=-13 (dropping the constant term would instead give -18).

  1. Locate the vertex:
    x=−b2a=−−122(2)=3x = -\frac{b}{2a} = -\frac{-12}{2(2)} = 3
  2. Substitute back to find the minimum elevation:
    y=2(3)2−12(3)+5=18−36+5=−13y = 2(3)^2 - 12(3) + 5 = 18 - 36 + 5 = -13

FE Reference Handbook 10.6, p. 37

Q3Simplify log⁡2(48)−log⁡2(3)\log_2(48) - \log_2(3).

Worked solution

The quotient rule turns a difference of logs into the log of a quotient: log⁡2(48)−log⁡2(3)=log⁡2(48/3)=log⁡2(16)\log_2(48) - \log_2(3) = \log_2(48/3) = \log_2(16). Since 24=162^4 = 16, the answer is 4. The choice log⁡2(45)\log_2(45) is the result of wrongly subtracting the arguments (48−3=4548 - 3 = 45) inside the log, but there is no such identity. The value 45 is just that wrong subtraction. The value 16 is the argument itself, forgetting to take the log.

  1. Apply the quotient rule:
    log⁡2(48)−log⁡2(3)=log⁡2 ⁣(483)=log⁡2(16)\log_2(48) - \log_2(3) = \log_2\!\left(\frac{48}{3}\right) = \log_2(16)
  2. Evaluate the logarithm:
    log⁡2(16)=4(since 24=16)\log_2(16) = 4 \quad (\text{since } 2^4 = 16)

FE Reference Handbook 10.6, p. 38

Q4A radioactive tracer used in a soil study has a half-life of 8 days and decays according to N=N0(12)t/8N = N_0\left(\tfrac{1}{2}\right)^{t/8}. After how many days will only 25%25\% of the original amount remain?

Worked solution

Set N/N0=0.25=(1/2)t/8N/N_0 = 0.25 = (1/2)^{t/8}. Since 0.25=(1/2)20.25 = (1/2)^2, the exponents must match: t/8=2t/8 = 2, so t=16t = 16 days. You can also reason it out: 25 percent is two half-lives, and each half-life is 8 days, so 2×8=162 \times 8 = 16. The value 12 averages 8 and 16 incorrectly. The value 32 is four half-lives (which gives 6.25 percent). The value 4 is only half of one half-life.

  1. Set up the decay equation:
    0.25=(12)t/80.25 = \left(\frac{1}{2}\right)^{t/8}
  2. Express 0.25 as a power of one-half:
    (12)2=(12)t/8\left(\frac{1}{2}\right)^{2} = \left(\frac{1}{2}\right)^{t/8}
  3. Match exponents and solve:
    t8=2  ⟹  t=16 days\frac{t}{8} = 2 \implies t = 16\,\text{days}

FE Reference Handbook 10.6, p. 335

Q5A surveyor standing 60 m60\,\text{m} from the base of a tower measures the angle of elevation to the top as 32°. What is the height of the tower?

Worked solution

The horizontal distance (60 m) is adjacent to the angle, and the tower height is opposite. Opposite over adjacent is tangent: tan⁡32°=h/60\tan 32° = h/60, so h=60tan⁡32°=60(0.6249)=37.5h = 60\tan 32° = 60(0.6249) = 37.5 m. The value 31.8 uses sine of the distance (60sin⁡32°60\sin 32°), 50.9 uses cosine, and 96.0 divides instead of multiplying (60/tan⁡32°60/\tan 32°).

  1. The 60 m distance is adjacent to the angle; the height is opposite. Use tangent:
    tan⁡32°=h60\tan 32° = \frac{h}{60}
  2. Solve for h:
    h=60tan⁡32°=60(0.6249)=37.5 mh = 60\tan 32° = 60(0.6249) = 37.5\,\text{m}

FE Reference Handbook 10.6, p. 39

Q6A right-triangle bracing member has legs of 9 m9\,\text{m} (vertical) and 12 m12\,\text{m} (horizontal). What angle does the hypotenuse make with the horizontal leg?

Worked solution

The angle at the horizontal leg has the 9 m vertical leg opposite it and the 12 m horizontal leg adjacent. So tan⁡θ=9/12=0.75\tan\theta = 9/12 = 0.75 and θ=tan⁡−1(0.75)=36.9°\theta = \tan^{-1}(0.75) = 36.9°. The value 53.1 is the complementary angle (what the hypotenuse makes with the vertical leg), computed by swapping opposite and adjacent. The value 48.6 uses sin⁡−1(9/12)\sin^{-1}(9/12) by mistake, and 41.4 uses cos⁡−1(9/12)\cos^{-1}(9/12).

  1. At the horizontal leg, the 9 m leg is opposite and the 12 m leg is adjacent:
    tan⁡θ=912=0.75\tan\theta = \frac{9}{12} = 0.75
  2. Take the inverse tangent:
    θ=tan⁡−1(0.75)=36.9°\theta = \tan^{-1}(0.75) = 36.9°

FE Reference Handbook 10.6, p. 39

Q7In a triangle, side a=18 ma = 18\,\text{m} is opposite angle A=40°A = 40°, and side b=14 mb = 14\,\text{m} is opposite angle BB. What is angle BB?

Worked solution

You have a complete side-angle pair (aa, AA) and another side (bb), so Law of Sines solves for angle BB: sin⁡B=bsin⁡A/a=14sin⁡40°/18=14(0.6428)/18=0.4999\sin B = b\sin A / a = 14\sin 40° / 18 = 14(0.6428)/18 = 0.4999, giving B=sin⁡−1(0.5)=30.0°B = \sin^{-1}(0.5) = 30.0°. The smaller side (14<1814 < 18) must face the smaller angle (30°<40°30° < 40°), which is a good sanity check. The value 59.4 flips the ratio (asin⁡A/ba\sin A / b). The value 52.7 drops the sine on angle AA.

  1. Set up the Law of Sines:
    asin⁡A=bsin⁡B\frac{a}{\sin A} = \frac{b}{\sin B}
  2. Solve for sin⁡B\sin B:
    sin⁡B=bsin⁡Aa=14sin⁡40°18=14(0.6428)18=0.500\sin B = \frac{b\sin A}{a} = \frac{14\sin 40°}{18} = \frac{14(0.6428)}{18} = 0.500
  3. Take the inverse sine:
    B=sin⁡−1(0.500)=30.0°B = \sin^{-1}(0.500) = 30.0°

FE Reference Handbook 10.6, p. 39

Q8A triangular truss panel has sides of 11 m11\,\text{m}, 13 m13\,\text{m}, and 20 m20\,\text{m}. What is the measure of the largest interior angle?

Worked solution

The largest angle is always opposite the longest side (20 m), so call it CC. Rearrange the Law of Cosines: cos⁡C=(a2+b2−c2)/(2ab)=(121+169−400)/(2⋅11⋅13)=−110/286=−0.3846\cos C = (a^2 + b^2 - c^2)/(2ab) = (121 + 169 - 400)/(2 \cdot 11 \cdot 13) = -110/286 = -0.3846. A negative cosine means an obtuse angle: C=cos⁡−1(−0.3846)=112.6°C = \cos^{-1}(-0.3846) = 112.6°. The value 67.4 is the supplement (forgetting the cosine is negative). The value 90.0 assumes a right angle. The value 98.2 drops the negative sign in the numerator partway through.

  1. The largest angle CC is opposite the longest side c=20c = 20. Use a=11a = 11, b=13b = 13:
    cos⁡C=a2+b2−c22ab\cos C = \frac{a^2 + b^2 - c^2}{2ab}
  2. Substitute:
    cos⁡C=121+169−4002(11)(13)=−110286=−0.3846\cos C = \frac{121 + 169 - 400}{2(11)(13)} = \frac{-110}{286} = -0.3846
  3. Take the inverse cosine (negative cosine gives an obtuse angle):
    C=cos⁡−1(−0.3846)=112.6°C = \cos^{-1}(-0.3846) = 112.6°

FE Reference Handbook 10.6, p. 39

Q9What is the exact value of tan⁡225°\tan 225°?

Worked solution

The angle 225 degrees lands in Quadrant III, with reference angle 225°−180°=45°225° - 180° = 45°. The reference value is tan⁡45°=1\tan 45° = 1. In Q3 both sine and cosine are negative, and tangent (sine over cosine) is positive, so tan⁡225°=+1\tan 225° = +1. The value -1 wrongly makes it negative. The value 3\sqrt{3} is tan⁡60°\tan 60°. The value 2/2\sqrt{2}/2 is sin⁡45°\sin 45°, not its tangent.

  1. Reference angle:
    225°−180°=45°225° - 180° = 45°
  2. In Q3, both sine and cosine are negative, so tangent is positive:
    tan⁡225°=+tan⁡45°=1\tan 225° = +\tan 45° = 1

FE Reference Handbook 10.6, p. 39

Q10If sin⁡θ=817\sin\theta = \frac{8}{17} and θ\theta lies in the second quadrant, what is tan⁡θ\tan\theta?

Worked solution

Use the Pythagorean identity to get cosine: cos⁡2θ=1−(8/17)2=1−64/289=225/289\cos^2\theta = 1 - (8/17)^2 = 1 - 64/289 = 225/289, so cos⁡θ=±15/17\cos\theta = \pm 15/17. In Quadrant II cosine is negative, so cos⁡θ=−15/17\cos\theta = -15/17. Then tan⁡θ=sin⁡θ/cos⁡θ=(8/17)/(−15/17)=−8/15\tan\theta = \sin\theta/\cos\theta = (8/17)/(-15/17) = -8/15. The value +8/15 ignores the quadrant and keeps it positive. The value -15/8 inverts the ratio (cos over sin). The value 8/17 just repeats the sine.

  1. Find cosine using the identity:
    cos⁡2θ=1−(817)2=1−64289=225289\cos^2\theta = 1 - \left(\tfrac{8}{17}\right)^2 = 1 - \tfrac{64}{289} = \tfrac{225}{289}
  2. In Q2, cosine is negative:
    cos⁡θ=−1517\cos\theta = -\frac{15}{17}
  3. Compute the tangent:
    tan⁡θ=sin⁡θcos⁡θ=8/17−15/17=−815\tan\theta = \frac{\sin\theta}{\cos\theta} = \frac{8/17}{-15/17} = -\frac{8}{15}

FE Reference Handbook 10.6, p. 40

Q11A parabolic reflector has the equation (x−3)2=8(y−2)(x - 3)^2 = 8(y - 2). What are the coordinates of its focus?

Worked solution

A vertical parabola in the form (x−h)2=4p(y−k)(x - h)^2 = 4p(y - k) has vertex (h,k)(h, k) and focus (h,k+p)(h, k + p). Here 4p=84p = 8, so p=2p = 2, and the vertex is (3, 2). The focus sits p=2p = 2 units above the vertex: (3,2+2)=(3,4)(3, 2 + 2) = (3, 4). The point (3, 2) is the vertex itself. The point (3, 10) uses p=8p = 8 (forgetting to divide by 4). The point (3, 6) uses p=4p = 4 (dividing by 2 instead of 4).

  1. Compare to standard form (x−h)2=4p(y−k)(x-h)^2 = 4p(y-k): vertex is (3, 2) and 4p=84p = 8.
  2. Solve for the focal distance:
    4p=8  ⟹  p=24p = 8 \implies p = 2
  3. The parabola opens upward, so the focus is pp units above the vertex:
    (3, 2+2)=(3,4)(3,\, 2 + 2) = (3, 4)

FE Reference Handbook 10.6, p. 45

Q12An elliptical arch is described by x225+y29=1\frac{x^2}{25} + \frac{y^2}{9} = 1. What is the distance from the center to each focus?

Worked solution

For an ellipse, the focal distance satisfies c2=a2−b2c^2 = a^2 - b^2, where a2a^2 is the larger denominator. Here a2=25a^2 = 25 and b2=9b^2 = 9, so c2=25−9=16c^2 = 25 - 9 = 16 and c=4c = 4. The value 34\sqrt{34} adds the denominators instead of subtracting (25+9\sqrt{25 + 9}), which is the hyperbola relationship. The value 8 gives 2c (the distance between the two foci). The value 16 reports c2c^2 without taking the square root.

  1. Identify the larger denominator: a2=25a^2 = 25, b2=9b^2 = 9.
  2. Apply the ellipse focal relationship:
    c2=a2−b2=25−9=16c^2 = a^2 - b^2 = 25 - 9 = 16
  3. Take the square root:
    c=16=4c = \sqrt{16} = 4

FE Reference Handbook 10.6, p. 45

Q13Find the derivative of f(x)=(3x2+2)4f(x) = (3x^2 + 2)^4.

Worked solution

The power rule combined with the chain rule: bring the 4 down, reduce the exponent to 3, then multiply by the derivative of the inside (6x). That gives 4(3x2+2)3⋅6x=24x(3x2+2)34(3x^2 + 2)^3 \cdot 6x = 24x(3x^2 + 2)^3. The form 4(3x2+2)34(3x^2+2)^3 forgets the chain rule (the inner derivative). The form 12x(3x2+2)312x(3x^2+2)^3 uses an inner derivative of 3x instead of 6x. The form 4(6x)34(6x)^3 wrongly raises the inner derivative to the third power.

  1. Apply the chain rule with outer power 4 and inner u=3x2+2u = 3x^2 + 2:
    f′(x)=4(3x2+2)3⋅ddx(3x2+2)f'(x) = 4(3x^2 + 2)^3 \cdot \frac{d}{dx}(3x^2 + 2)
  2. The inner derivative is 6x:
    f′(x)=4(3x2+2)3⋅6x=24x(3x2+2)3f'(x) = 4(3x^2 + 2)^3 \cdot 6x = 24x(3x^2 + 2)^3

FE Reference Handbook 10.6, p. 50

Q14Given f(x)=4x+1f(x) = \sqrt{4x + 1}, what is the value of f′(2)f'(2)?

Worked solution

Write the root as a power: f(x)=(4x+1)1/2f(x) = (4x+1)^{1/2}. The chain rule gives f′(x)=12(4x+1)−1/2⋅4=2/4x+1f'(x) = \tfrac{1}{2}(4x+1)^{-1/2} \cdot 4 = 2/\sqrt{4x+1}. At x=2x = 2: 4(2)+1=9=3\sqrt{4(2)+1} = \sqrt{9} = 3, so f′(2)=2/3f'(2) = 2/3. The value 1/6 forgets the chain-rule factor of 4 (giving 1/(29)1/(2\sqrt{9})). The value 1/3 drops the factor of 4 differently. The value 3 is 4x+1\sqrt{4x+1} itself at x=2x = 2, not its derivative.

  1. Rewrite and differentiate with the chain rule:
    f′(x)=12(4x+1)−1/2⋅4=24x+1f'(x) = \frac{1}{2}(4x+1)^{-1/2} \cdot 4 = \frac{2}{\sqrt{4x+1}}
  2. Evaluate at x=2x = 2:
    f′(2)=24(2)+1=29=23f'(2) = \frac{2}{\sqrt{4(2)+1}} = \frac{2}{\sqrt{9}} = \frac{2}{3}

FE Reference Handbook 10.6, p. 50

Q15A particle moves along a line with position s(t)=t3−6t2+5s(t) = t^3 - 6t^2 + 5 (meters, seconds). What is its acceleration at t=3 st = 3\,\text{s}?

Worked solution

Acceleration is the second derivative of position. First derivative (velocity): v(t)=3t2−12tv(t) = 3t^2 - 12t. Second derivative (acceleration): a(t)=6t−12a(t) = 6t - 12. At t=3t = 3: a(3)=18−12=6a(3) = 18 - 12 = 6 m/s squared. The value -9 is the velocity at t=3t = 3 (v(3)=27−36=−9v(3) = 27 - 36 = -9), the classic mistake of stopping at the first derivative. The value 0 is the velocity at the turning point, and 18 is 6t without the constant.

  1. Velocity is the first derivative:
    v(t)=3t2−12tv(t) = 3t^2 - 12t
  2. Acceleration is the second derivative:
    a(t)=6t−12a(t) = 6t - 12
  3. Evaluate at t=3t = 3:
    a(3)=6(3)−12=6 m/s2a(3) = 6(3) - 12 = 6\,\text{m/s}^2

FE Reference Handbook 10.6, p. 102

Q16A rectangular detention basin is to be fenced on three sides, with the fourth side bordering a channel. If 240 m240\,\text{m} of fencing is available, what is the maximum enclosable area?

Worked solution

Let xx be the length of the two sides perpendicular to the channel and yy the side parallel to it. The fence covers three sides: 2x+y=2402x + y = 240, so y=240−2xy = 240 - 2x. Area A=xy=x(240−2x)=240x−2x2A = xy = x(240 - 2x) = 240x - 2x^2. Maximize: A′=240−4x=0A' = 240 - 4x = 0 gives x=60x = 60, then y=240−120=120y = 240 - 120 = 120, and A=60×120=7,200A = 60 \times 120 = 7{,}200 m squared. The value 3,600 uses a square assumption. The value 14,400 ignores that one side is open (treats it as 120×120120 \times 120). The value 4,800 miscomputes the dimensions.

  1. Constraint with one side open:
    2x+y=240  ⟹  y=240−2x2x + y = 240 \implies y = 240 - 2x
  2. Area as a function of x:
    A(x)=x(240−2x)=240x−2x2A(x) = x(240 - 2x) = 240x - 2x^2
  3. Maximize by setting the derivative to zero:
    A′(x)=240−4x=0  ⟹  x=60A'(x) = 240 - 4x = 0 \implies x = 60
  4. Find the dimensions and area:
    y=240−120=120,A=60×120=7,200 m2y = 240 - 120 = 120, \quad A = 60 \times 120 = 7{,}200\,\text{m}^2

FE Reference Handbook 10.6, p. 47

Q17Evaluate ∫0π/2sin⁡x dx\int_0^{\pi/2} \sin x\,dx.

Worked solution

The antiderivative of sin⁡x\sin x is −cos⁡x-\cos x. Evaluate from 0 to π/2\pi/2: [−cos⁡x]0π/2=−cos⁡(π/2)−(−cos⁡0)=−0+1=1[-\cos x]_0^{\pi/2} = -\cos(\pi/2) - (-\cos 0) = -0 + 1 = 1. The value -1 drops the negative sign on the antiderivative (using +cos⁡x+\cos x). The value 0 comes from evaluating only at one limit. The value π/2\pi/2 confuses the integral of sine with the width of the interval.

  1. Find the antiderivative:
    ∫sin⁡x dx=−cos⁡x\int \sin x\,dx = -\cos x
  2. Evaluate at the limits:
    [−cos⁡x]0π/2=−cos⁡π2−(−cos⁡0)=0+1=1\left[-\cos x\right]_0^{\pi/2} = -\cos\tfrac{\pi}{2} - (-\cos 0) = 0 + 1 = 1

FE Reference Handbook 10.6, p. 51

Q18What is the area of the region enclosed between the curves y=2xy = 2x and y=x2y = x^2?

Worked solution

First find where the curves cross: 2x=x22x = x^2 gives x=0x = 0 and x=2x = 2. Between them the line 2x is on top, so integrate (top minus bottom): ∫02(2x−x2) dx=[x2−x3/3]02=4−8/3=4/3\int_0^2 (2x - x^2)\,dx = [x^2 - x^3/3]_0^2 = 4 - 8/3 = 4/3. The value 8/3 integrates x2x^2 alone (the area under the parabola, ∫02x2 dx=8/3\int_0^2 x^2\,dx = 8/3). The value 4 is the area under the line only without subtracting (∫022x dx=4\int_0^2 2x\,dx = 4). The value 2/3 is a miscalculation distractor.

  1. Find the intersection points:
    2x=x2  ⟹  x=0, x=22x = x^2 \implies x = 0,\ x = 2
  2. Integrate the top curve minus the bottom curve:
    ∫02(2x−x2) dx=[x2−x33]02\int_0^2 (2x - x^2)\,dx = \left[x^2 - \frac{x^3}{3}\right]_0^2
  3. Evaluate:
    (4−83)−0=43\left(4 - \frac{8}{3}\right) - 0 = \frac{4}{3}

FE Reference Handbook 10.6, p. 51

Q19Evaluate lim⁡x→0e2x−1sin⁡3x\lim_{x \to 0}\frac{e^{2x} - 1}{\sin 3x}.

Worked solution

Direct substitution gives (1−1)/0=0/0(1 - 1)/0 = 0/0, an indeterminate form, so apply L'Hopital's. Differentiate top and bottom: the top becomes 2e2x2e^{2x} and the bottom becomes 3cos⁡3x3\cos 3x. Now substitute x=0x = 0: 2e0/(3cos⁡0)=2(1)/(3(1))=2/32e^0 / (3\cos 0) = 2(1)/(3(1)) = 2/3. The value 3/2 inverts the ratio. The value 1 forgets the chain-rule factors of 2 and 3. The value 0 wrongly evaluates before differentiating.

  1. Direct substitution gives 0/0. Apply L'Hopital's:
    lim⁡x→02e2x3cos⁡3x\lim_{x \to 0}\frac{2e^{2x}}{3\cos 3x}
  2. Evaluate at x=0x = 0:
    2e03cos⁡0=2(1)3(1)=23\frac{2e^0}{3\cos 0} = \frac{2(1)}{3(1)} = \frac{2}{3}

FE Reference Handbook 10.6, p. 49

Q20Evaluate lim⁡x→∞ln⁡xx\lim_{x \to \infty}\frac{\ln x}{\sqrt{x}}.

Worked solution

As x→∞x \to \infty both top and bottom go to infinity, so it is ∞/∞\infty/\infty and L'Hopital's applies. Derivative of ln⁡x\ln x is 1/x; derivative of x=x1/2\sqrt{x} = x^{1/2} is 12x−1/2\tfrac{1}{2}x^{-1/2}. The ratio is (1/x)/(12x−1/2)=2x(1/x)/(\tfrac{1}{2}x^{-1/2}) = \tfrac{2}{\sqrt{x}}, which goes to 0 as x→∞x \to \infty. Any positive power of xx eventually beats ln⁡x\ln x. The value ∞\infty assumes the log wins (it does not). The value 1/2 is the leftover coefficient without the limit.

  1. Form is ∞/∞\infty/\infty. Apply L'Hopital's:
    lim⁡x→∞1/x12x−1/2\lim_{x \to \infty}\frac{1/x}{\tfrac{1}{2}x^{-1/2}}
  2. Simplify the complex fraction:
    =lim⁡x→∞2x= \lim_{x \to \infty}\frac{2}{\sqrt{x}}
  3. Evaluate the limit:
    2∞=0\frac{2}{\sqrt{\infty}} = 0

FE Reference Handbook 10.6, p. 49

Q21A force vector is A⃗=4i^−4j^+2k^\vec{A} = 4\hat{i} - 4\hat{j} + 2\hat{k}. What is the direction cosine cos⁡β\cos\beta (the cosine of the angle between A⃗\vec{A} and the yy-axis)?

Worked solution

A direction cosine is a component divided by the vector magnitude: cos⁡β=Ay/∣A⃗∣\cos\beta = A_y / |\vec{A}|. The magnitude is 42+(−4)2+22=16+16+4=36=6\sqrt{4^2 + (-4)^2 + 2^2} = \sqrt{16 + 16 + 4} = \sqrt{36} = 6. So cos⁡β=−4/6=−2/3\cos\beta = -4/6 = -2/3. The negative sign carries through because AyA_y is negative. The value +2/3 drops that sign. The value -4/9 divides by the squared magnitude (36) by mistake. The value 1/3 uses the zz-component instead of the yy-component.

  1. Compute the magnitude:
    ∣A⃗∣=42+(−4)2+22=36=6|\vec{A}| = \sqrt{4^2 + (-4)^2 + 2^2} = \sqrt{36} = 6
  2. Direction cosine with the y-axis uses the y-component:
    cos⁡β=Ay∣A⃗∣=−46=−23\cos\beta = \frac{A_y}{|\vec{A}|} = \frac{-4}{6} = -\frac{2}{3}

FE Reference Handbook 10.6, p. 60

Q22Two forces act at a joint: A⃗=3i^−2j^+6k^\vec{A} = 3\hat{i} - 2\hat{j} + 6\hat{k} N and B⃗=1i^+4j^−2k^\vec{B} = 1\hat{i} + 4\hat{j} - 2\hat{k} N. What is the magnitude of the resultant force A⃗+B⃗\vec{A} + \vec{B}?

Worked solution

Add the vectors component by component first: A⃗+B⃗=(3+1)i^+(−2+4)j^+(6−2)k^=4i^+2j^+4k^\vec{A} + \vec{B} = (3+1)\hat{i} + (-2+4)\hat{j} + (6-2)\hat{k} = 4\hat{i} + 2\hat{j} + 4\hat{k}. Then take the magnitude: 42+22+42=16+4+16=36=6\sqrt{4^2 + 2^2 + 4^2} = \sqrt{16 + 4 + 16} = \sqrt{36} = 6 N. The value 10 adds the individual magnitudes (∣A⃗∣=7|\vec{A}| = 7, ∣B⃗∣≈4.6|\vec{B}| \approx 4.6), but magnitudes do not add directly. The value 36 forgets the square root. The value 8.5 adds magnitudes another way.

  1. Add the vectors component by component:
    A⃗+B⃗=4i^+2j^+4k^\vec{A} + \vec{B} = 4\hat{i} + 2\hat{j} + 4\hat{k}
  2. Take the magnitude of the resultant:
    ∣A⃗+B⃗∣=42+22+42=36=6 N|\vec{A} + \vec{B}| = \sqrt{4^2 + 2^2 + 4^2} = \sqrt{36} = 6\,\text{N}

FE Reference Handbook 10.6, p. 60

Q23A constant force F⃗=40i^−20j^+10k^\vec{F} = 40\hat{i} - 20\hat{j} + 10\hat{k} N moves an object through a displacement d⃗=2i^+3j^−1k^\vec{d} = 2\hat{i} + 3\hat{j} - 1\hat{k} m. How much work is done?

Worked solution

Work is the dot product of force and displacement: W=F⃗⋅d⃗=(40)(2)+(−20)(3)+(10)(−1)=80−60−10=10W = \vec{F} \cdot \vec{d} = (40)(2) + (-20)(3) + (10)(-1) = 80 - 60 - 10 = 10 J. The negative products from the opposing components reduce the total. The value 130 mishandles the signs. The value 150 keeps everything positive (80 + 60 + 10). The value 80 uses only the first term.

  1. Apply the dot product:
    W=F⃗⋅d⃗=(40)(2)+(−20)(3)+(10)(−1)W = \vec{F} \cdot \vec{d} = (40)(2) + (-20)(3) + (10)(-1)
  2. Compute each term and sum:
    W=80−60−10=10 JW = 80 - 60 - 10 = 10\,\text{J}

FE Reference Handbook 10.6, p. 61

Q24What is the vector projection of a⃗=3i^+3j^+3k^\vec{a} = 3\hat{i} + 3\hat{j} + 3\hat{k} onto b⃗=2i^−1j^+2k^\vec{b} = 2\hat{i} - 1\hat{j} + 2\hat{k}?

Worked solution

The vector projection is projb⃗a⃗=a⃗⋅b⃗∣b⃗∣2b⃗\text{proj}_{\vec{b}}\vec{a} = \frac{\vec{a}\cdot\vec{b}}{|\vec{b}|^2}\vec{b}. The dot product is (3)(2)+(3)(−1)+(3)(2)=6−3+6=9(3)(2) + (3)(-1) + (3)(2) = 6 - 3 + 6 = 9. The squared magnitude is ∣b⃗∣2=22+(−1)2+22=9|\vec{b}|^2 = 2^2 + (-1)^2 + 2^2 = 9. So the scalar coefficient is 9/9=19/9 = 1, giving 1⋅b⃗=2i^−1j^+2k^1 \cdot \vec{b} = 2\hat{i} - 1\hat{j} + 2\hat{k}. The choice 6i^−3j^+6k^6\hat{i}-3\hat{j}+6\hat{k} forgets to divide and just scales b⃗\vec{b} by 3. The choice 3i^+3j^+3k^3\hat{i}+3\hat{j}+3\hat{k} is just a⃗\vec{a}. The last choice divides by 33=273^3 = 27 instead of ∣b⃗∣2=9|\vec{b}|^2 = 9.

  1. Compute the dot product:
    a⃗⋅b⃗=(3)(2)+(3)(−1)+(3)(2)=9\vec{a}\cdot\vec{b} = (3)(2) + (3)(-1) + (3)(2) = 9
  2. Compute the squared magnitude of b:
    ∣b⃗∣2=22+(−1)2+22=9|\vec{b}|^2 = 2^2 + (-1)^2 + 2^2 = 9
  3. Form the projection:
    projb⃗a⃗=99 b⃗=2i^−1j^+2k^\text{proj}_{\vec{b}}\vec{a} = \frac{9}{9}\,\vec{b} = 2\hat{i} - 1\hat{j} + 2\hat{k}

FE Reference Handbook 10.6, p. 61

Q25Compute A⃗×B⃗\vec{A} \times \vec{B} where A⃗=1i^+2j^+3k^\vec{A} = 1\hat{i} + 2\hat{j} + 3\hat{k} and B⃗=4i^+5j^+6k^\vec{B} = 4\hat{i} + 5\hat{j} + 6\hat{k}.

Worked solution

Set up the determinant with i^,j^,k^\hat{i}, \hat{j}, \hat{k} on top. The i^\hat{i} term: (2)(6)−(3)(5)=12−15=−3(2)(6) - (3)(5) = 12 - 15 = -3. The j^\hat{j} term: −[(1)(6)−(3)(4)]=−[6−12]=+6-[(1)(6) - (3)(4)] = -[6 - 12] = +6. The k^\hat{k} term: (1)(5)−(2)(4)=5−8=−3(1)(5) - (2)(4) = 5 - 8 = -3. Result: −3i^+6j^−3k^-3\hat{i} + 6\hat{j} - 3\hat{k}. The reversed-sign choice is B⃗×A⃗\vec{B} \times \vec{A}. The choice −3i^−6j^−3k^-3\hat{i}-6\hat{j}-3\hat{k} forgets the negative on the j^\hat{j} cofactor. The choice 4i^+10j^+18k^4\hat{i}+10\hat{j}+18\hat{k} multiplies components directly (not a cross product).

  1. Set up the determinant:
    A⃗×B⃗=∣i^j^k^123456∣\vec{A} \times \vec{B} = \begin{vmatrix} \hat{i} & \hat{j} & \hat{k} \\ 1 & 2 & 3 \\ 4 & 5 & 6 \end{vmatrix}
  2. Expand each cofactor:
    i^[(2)(6)−(3)(5)]−j^[(1)(6)−(3)(4)]+k^[(1)(5)−(2)(4)]\hat{i}[(2)(6)-(3)(5)] - \hat{j}[(1)(6)-(3)(4)] + \hat{k}[(1)(5)-(2)(4)]
  3. Compute:
    =−3i^+6j^−3k^= -3\hat{i} + 6\hat{j} - 3\hat{k}

FE Reference Handbook 10.6, p. 61

Q26Two adjacent edges of a parallelogram-shaped plate are A⃗=3i^+0j^+4k^\vec{A} = 3\hat{i} + 0\hat{j} + 4\hat{k} m and B⃗=0i^+5j^+0k^\vec{B} = 0\hat{i} + 5\hat{j} + 0\hat{k} m. What is the area of the parallelogram?

Worked solution

The parallelogram area is the magnitude of the cross product. Cross product: i^[(0)(0)−(4)(5)]−j^[(3)(0)−(4)(0)]+k^[(3)(5)−(0)(0)]=−20i^+0j^+15k^\hat{i}[(0)(0)-(4)(5)] - \hat{j}[(3)(0)-(4)(0)] + \hat{k}[(3)(5)-(0)(0)] = -20\hat{i} + 0\hat{j} + 15\hat{k}. Magnitude: (−20)2+0+152=400+225=625=25\sqrt{(-20)^2 + 0 + 15^2} = \sqrt{400 + 225} = \sqrt{625} = 25 m squared. The value 12.5 halves it (that would be the triangle area). The value 15 uses only the k^\hat{k} component. The value 20 keeps only the i^\hat{i} contribution incorrectly.

  1. Compute the cross product:
    A⃗×B⃗=−20i^+0j^+15k^\vec{A} \times \vec{B} = -20\hat{i} + 0\hat{j} + 15\hat{k}
  2. Take the magnitude:
    ∣A⃗×B⃗∣=(−20)2+152=625=25 m2|\vec{A} \times \vec{B}| = \sqrt{(-20)^2 + 15^2} = \sqrt{625} = 25\,\text{m}^2

FE Reference Handbook 10.6, p. 61

Q27A spreadsheet cell contains =(A1+A2)*A3 with A1 = 4, A2 = 2, and A3 = 5. What value does the cell display?

Worked solution

Parentheses are evaluated first, then the multiplication. (A1+A2) = 4+2 = 6, then × A3 = 6 × 5 = 30. The 14 option ignores the parentheses and does 4 + 2*5. The 11 option just adds all three. The 40 option treats the addition as a multiplication.

  1. Evaluate the parentheses: A1 + A2 = 4 + 2 = 6.
  2. Multiply by A3: 6 × 5 = 30.

Q28Trace this loop: balance = 1000; year = 0; WHILE balance < 1200: balance = balance * 1.1; year = year + 1. What is the value of year when the loop stops?

Worked solution

Grow the balance by 10% each pass while it is below 1200. Year 1: 1000 × 1.1 = 1100 (still < 1200). Year 2: 1100 × 1.1 = 1210 (now ≥ 1200, so the loop stops). year = 2. The choice "1" stops too early; the balance was still under 1200 after one year.

  1. Pass 1: 1000 × 1.1 = 1100, year = 1. Check: 1100 < 1200 → continue.
  2. Pass 2: 1100 × 1.1 = 1210, year = 2. Check: 1210 < 1200 → FALSE, stop.
  3. year = 2.

Q29Which root-finding method is GUARANTEED to converge to a root, provided the initial interval brackets a sign change?

Worked solution

Bisection always converges once you bracket a sign change, because it just keeps halving the interval. Newton's method is faster but can diverge with a poor guess or near-zero derivative. The "neither converges reliably" and "both fail if the function is nonlinear" options are false; both methods handle nonlinear functions.

  1. Bisection halves a bracketed interval each step.
  2. A sign change guarantees a root inside, so it always converges.
  3. Newton's method can diverge; bisection cannot (when bracketed).

FE Reference Handbook 10.6, p. 62

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