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=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+B2. Plug in: numerator =∣3(8)−4(6)+10∣=∣24−24+10∣=10; denominator =9+16=5; so d=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 instead of A2+B2. The value 50 forgets the square root in the denominator.
Identify A=3, B=−4, C=10 and the point (x0,y0)=(8,6).
Apply the distance formula:
d=32+(−4)2∣3(8)−4(6)+10∣
Compute:
d=25∣24−24+10∣=510=2
FE Reference Handbook 10.6, p. 37
Q2The profile of a sag vertical curve is modeled by y=2x2−12x+5. What is the minimum elevation y on the curve?
Worked solution
The vertex of a parabola occurs at x=−b/(2a)=12/4=3. The minimum elevation is the y-value there: y=2(3)2−12(3)+5=18−36+5=−13. The value 3 is the vertex x-coordinate, not the elevation, a classic mix-up. The value 5 is the y-intercept (the value at x=0), not the minimum. The value -7 is just a distractor; computing y correctly at x=3 gives 18−36+5=−13 (dropping the constant term would instead give -18).
Locate the vertex:
x=−2ab=−2(2)−12=3
Substitute back to find the minimum elevation:
y=2(3)2−12(3)+5=18−36+5=−13
FE Reference Handbook 10.6, p. 37
Q3Simplify log2(48)−log2(3).
Worked solution
The quotient rule turns a difference of logs into the log of a quotient: log2(48)−log2(3)=log2(48/3)=log2(16). Since 24=16, the answer is 4. The choice log2(45) is the result of wrongly subtracting the arguments (48−3=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.
Apply the quotient rule:
log2(48)−log2(3)=log2(348)=log2(16)
Evaluate the logarithm:
log2(16)=4(since 24=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(21)t/8. After how many days will only 25% of the original amount remain?
Worked solution
Set N/N0=0.25=(1/2)t/8. Since 0.25=(1/2)2, the exponents must match: t/8=2, so t=16 days. You can also reason it out: 25 percent is two half-lives, and each half-life is 8 days, so 2×8=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.
Set up the decay equation:
0.25=(21)t/8
Express 0.25 as a power of one-half:
(21)2=(21)t/8
Match exponents and solve:
8t=2⟹t=16days
FE Reference Handbook 10.6, p. 335
Q5A surveyor standing 60m 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: tan32°=h/60, so h=60tan32°=60(0.6249)=37.5 m. The value 31.8 uses sine of the distance (60sin32°), 50.9 uses cosine, and 96.0 divides instead of multiplying (60/tan32°).
The 60 m distance is adjacent to the angle; the height is opposite. Use tangent:
tan32°=60h
Solve for h:
h=60tan32°=60(0.6249)=37.5m
FE Reference Handbook 10.6, p. 39
Q6A right-triangle bracing member has legs of 9m (vertical) and 12m (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 tanθ=9/12=0.75 and θ=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) by mistake, and 41.4 uses cos−1(9/12).
At the horizontal leg, the 9 m leg is opposite and the 12 m leg is adjacent:
tanθ=129=0.75
Take the inverse tangent:
θ=tan−1(0.75)=36.9°
FE Reference Handbook 10.6, p. 39
Q7In a triangle, side a=18m is opposite angle A=40°, and side b=14m is opposite angle B. What is angle B?
Worked solution
You have a complete side-angle pair (a, A) and another side (b), so Law of Sines solves for angle B: sinB=bsinA/a=14sin40°/18=14(0.6428)/18=0.4999, giving B=sin−1(0.5)=30.0°. The smaller side (14<18) must face the smaller angle (30°<40°), which is a good sanity check. The value 59.4 flips the ratio (asinA/b). The value 52.7 drops the sine on angle A.
Set up the Law of Sines:
sinAa=sinBb
Solve for sinB:
sinB=absinA=1814sin40°=1814(0.6428)=0.500
Take the inverse sine:
B=sin−1(0.500)=30.0°
FE Reference Handbook 10.6, p. 39
Q8A triangular truss panel has sides of 11m, 13m, and 20m. 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 C. Rearrange the Law of Cosines: cosC=(a2+b2−c2)/(2ab)=(121+169−400)/(2⋅11⋅13)=−110/286=−0.3846. A negative cosine means an obtuse angle: 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.
The largest angle C is opposite the longest side c=20. Use a=11, b=13:
cosC=2aba2+b2−c2
Substitute:
cosC=2(11)(13)121+169−400=286−110=−0.3846
Take the inverse cosine (negative cosine gives an obtuse angle):
C=cos−1(−0.3846)=112.6°
FE Reference Handbook 10.6, p. 39
Q9What is the exact value of tan225°?
Worked solution
The angle 225 degrees lands in Quadrant III, with reference angle 225°−180°=45°. The reference value is tan45°=1. In Q3 both sine and cosine are negative, and tangent (sine over cosine) is positive, so tan225°=+1. The value -1 wrongly makes it negative. The value 3 is tan60°. The value 2/2 is sin45°, not its tangent.
Reference angle:
225°−180°=45°
In Q3, both sine and cosine are negative, so tangent is positive:
tan225°=+tan45°=1
FE Reference Handbook 10.6, p. 39
Q10If sinθ=178 and θ lies in the second quadrant, what is tanθ?
Worked solution
Use the Pythagorean identity to get cosine: cos2θ=1−(8/17)2=1−64/289=225/289, so cosθ=±15/17. In Quadrant II cosine is negative, so cosθ=−15/17. Then tanθ=sinθ/cosθ=(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.
Find cosine using the identity:
cos2θ=1−(178)2=1−28964=289225
In Q2, cosine is negative:
cosθ=−1715
Compute the tangent:
tanθ=cosθsinθ=−15/178/17=−158
FE Reference Handbook 10.6, p. 40
Q11A parabolic reflector has the equation (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) has vertex (h,k) and focus (h,k+p). Here 4p=8, so p=2, and the vertex is (3, 2). The focus sits p=2 units above the vertex: (3,2+2)=(3,4). The point (3, 2) is the vertex itself. The point (3, 10) uses p=8 (forgetting to divide by 4). The point (3, 6) uses p=4 (dividing by 2 instead of 4).
Compare to standard form (x−h)2=4p(y−k): vertex is (3, 2) and 4p=8.
Solve for the focal distance:
4p=8⟹p=2
The parabola opens upward, so the focus is p units above the vertex:
(3,2+2)=(3,4)
FE Reference Handbook 10.6, p. 45
Q12An elliptical arch is described by 25x2+9y2=1. What is the distance from the center to each focus?
Worked solution
For an ellipse, the focal distance satisfies c2=a2−b2, where a2 is the larger denominator. Here a2=25 and b2=9, so c2=25−9=16 and c=4. The value 34 adds the denominators instead of subtracting (25+9), which is the hyperbola relationship. The value 8 gives 2c (the distance between the two foci). The value 16 reports c2 without taking the square root.
Identify the larger denominator: a2=25, b2=9.
Apply the ellipse focal relationship:
c2=a2−b2=25−9=16
Take the square root:
c=16=4
FE Reference Handbook 10.6, p. 45
Q13Find the derivative of f(x)=(3x2+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)3. The form 4(3x2+2)3 forgets the chain rule (the inner derivative). The form 12x(3x2+2)3 uses an inner derivative of 3x instead of 6x. The form 4(6x)3 wrongly raises the inner derivative to the third power.
Apply the chain rule with outer power 4 and inner u=3x2+2:
f′(x)=4(3x2+2)3⋅dxd(3x2+2)
The inner derivative is 6x:
f′(x)=4(3x2+2)3⋅6x=24x(3x2+2)3
FE Reference Handbook 10.6, p. 50
Q14Given f(x)=4x+1, what is the value of f′(2)?
Worked solution
Write the root as a power: f(x)=(4x+1)1/2. The chain rule gives f′(x)=21(4x+1)−1/2⋅4=2/4x+1. At x=2: 4(2)+1=9=3, so f′(2)=2/3. The value 1/6 forgets the chain-rule factor of 4 (giving 1/(29)). The value 1/3 drops the factor of 4 differently. The value 3 is 4x+1 itself at x=2, not its derivative.
Rewrite and differentiate with the chain rule:
f′(x)=21(4x+1)−1/2⋅4=4x+12
Evaluate at x=2:
f′(2)=4(2)+12=92=32
FE Reference Handbook 10.6, p. 50
Q15A particle moves along a line with position s(t)=t3−6t2+5 (meters, seconds). What is its acceleration at t=3s?
Worked solution
Acceleration is the second derivative of position. First derivative (velocity): v(t)=3t2−12t. Second derivative (acceleration): a(t)=6t−12. At t=3: a(3)=18−12=6 m/s squared. The value -9 is the velocity at t=3 (v(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.
Velocity is the first derivative:
v(t)=3t2−12t
Acceleration is the second derivative:
a(t)=6t−12
Evaluate at t=3:
a(3)=6(3)−12=6m/s2
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 240m of fencing is available, what is the maximum enclosable area?
Worked solution
Let x be the length of the two sides perpendicular to the channel and y the side parallel to it. The fence covers three sides: 2x+y=240, so y=240−2x. Area A=xy=x(240−2x)=240x−2x2. Maximize: A′=240−4x=0 gives x=60, then y=240−120=120, and A=60×120=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 120×120). The value 4,800 miscomputes the dimensions.
Constraint with one side open:
2x+y=240⟹y=240−2x
Area as a function of x:
A(x)=x(240−2x)=240x−2x2
Maximize by setting the derivative to zero:
A′(x)=240−4x=0⟹x=60
Find the dimensions and area:
y=240−120=120,A=60×120=7,200m2
FE Reference Handbook 10.6, p. 47
Q17Evaluate ∫0π/2sinxdx.
Worked solution
The antiderivative of sinx is −cosx. Evaluate from 0 to π/2: [−cosx]0π/2=−cos(π/2)−(−cos0)=−0+1=1. The value -1 drops the negative sign on the antiderivative (using +cosx). The value 0 comes from evaluating only at one limit. The value π/2 confuses the integral of sine with the width of the interval.
Find the antiderivative:
∫sinxdx=−cosx
Evaluate at the limits:
[−cosx]0π/2=−cos2π−(−cos0)=0+1=1
FE Reference Handbook 10.6, p. 51
Q18What is the area of the region enclosed between the curves y=2x and y=x2?
Worked solution
First find where the curves cross: 2x=x2 gives x=0 and x=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. The value 8/3 integrates x2 alone (the area under the parabola, ∫02x2dx=8/3). The value 4 is the area under the line only without subtracting (∫022xdx=4). The value 2/3 is a miscalculation distractor.
Find the intersection points:
2x=x2⟹x=0,x=2
Integrate the top curve minus the bottom curve:
∫02(2x−x2)dx=[x2−3x3]02
Evaluate:
(4−38)−0=34
FE Reference Handbook 10.6, p. 51
Q19Evaluate limx→0sin3xe2x−1.
Worked solution
Direct substitution gives (1−1)/0=0/0, an indeterminate form, so apply L'Hopital's. Differentiate top and bottom: the top becomes 2e2x and the bottom becomes 3cos3x. Now substitute x=0: 2e0/(3cos0)=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.
Direct substitution gives 0/0. Apply L'Hopital's:
limx→03cos3x2e2x
Evaluate at x=0:
3cos02e0=3(1)2(1)=32
FE Reference Handbook 10.6, p. 49
Q20Evaluate limx→∞xlnx.
Worked solution
As x→∞ both top and bottom go to infinity, so it is ∞/∞ and L'Hopital's applies. Derivative of lnx is 1/x; derivative of x=x1/2 is 21x−1/2. The ratio is (1/x)/(21x−1/2)=x2, which goes to 0 as x→∞. Any positive power of x eventually beats lnx. The value ∞ assumes the log wins (it does not). The value 1/2 is the leftover coefficient without the limit.
Form is ∞/∞. Apply L'Hopital's:
limx→∞21x−1/21/x
Simplify the complex fraction:
=limx→∞x2
Evaluate the limit:
∞2=0
FE Reference Handbook 10.6, p. 49
Q21A force vector is A=4i^−4j^+2k^. What is the direction cosine cosβ (the cosine of the angle between A and the y-axis)?
Worked solution
A direction cosine is a component divided by the vector magnitude: cosβ=Ay/∣A∣. The magnitude is 42+(−4)2+22=16+16+4=36=6. So cosβ=−4/6=−2/3. The negative sign carries through because Ay 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 z-component instead of the y-component.
Compute the magnitude:
∣A∣=42+(−4)2+22=36=6
Direction cosine with the y-axis uses the y-component:
cosβ=∣A∣Ay=6−4=−32
FE Reference Handbook 10.6, p. 60
Q22Two forces act at a joint: A=3i^−2j^+6k^ N and B=1i^+4j^−2k^ N. What is the magnitude of the resultant force A+B?
Worked solution
Add the vectors component by component first: A+B=(3+1)i^+(−2+4)j^+(6−2)k^=4i^+2j^+4k^. Then take the magnitude: 42+22+42=16+4+16=36=6 N. The value 10 adds the individual magnitudes (∣A∣=7, ∣B∣≈4.6), but magnitudes do not add directly. The value 36 forgets the square root. The value 8.5 adds magnitudes another way.
Add the vectors component by component:
A+B=4i^+2j^+4k^
Take the magnitude of the resultant:
∣A+B∣=42+22+42=36=6N
FE Reference Handbook 10.6, p. 60
Q23A constant force F=40i^−20j^+10k^ N moves an object through a displacement d=2i^+3j^−1k^ m. How much work is done?
Worked solution
Work is the dot product of force and displacement: W=F⋅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.
Apply the dot product:
W=F⋅d=(40)(2)+(−20)(3)+(10)(−1)
Compute each term and sum:
W=80−60−10=10J
FE Reference Handbook 10.6, p. 61
Q24What is the vector projection of a=3i^+3j^+3k^ onto b=2i^−1j^+2k^?
Worked solution
The vector projection is projba=∣b∣2a⋅bb. The dot product is (3)(2)+(3)(−1)+(3)(2)=6−3+6=9. The squared magnitude is ∣b∣2=22+(−1)2+22=9. So the scalar coefficient is 9/9=1, giving 1⋅b=2i^−1j^+2k^. The choice 6i^−3j^+6k^ forgets to divide and just scales b by 3. The choice 3i^+3j^+3k^ is just a. The last choice divides by 33=27 instead of ∣b∣2=9.
Compute the dot product:
a⋅b=(3)(2)+(3)(−1)+(3)(2)=9
Compute the squared magnitude of b:
∣b∣2=22+(−1)2+22=9
Form the projection:
projba=99b=2i^−1j^+2k^
FE Reference Handbook 10.6, p. 61
Q25Compute A×B where A=1i^+2j^+3k^ and B=4i^+5j^+6k^.
Worked solution
Set up the determinant with i^,j^,k^ on top. The i^ term: (2)(6)−(3)(5)=12−15=−3. The j^ term: −[(1)(6)−(3)(4)]=−[6−12]=+6. The k^ term: (1)(5)−(2)(4)=5−8=−3. Result: −3i^+6j^−3k^. The reversed-sign choice is B×A. The choice −3i^−6j^−3k^ forgets the negative on the j^ cofactor. The choice 4i^+10j^+18k^ multiplies components directly (not a cross product).
Q26Two adjacent edges of a parallelogram-shaped plate are A=3i^+0j^+4k^ m and B=0i^+5j^+0k^ 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^. Magnitude: (−20)2+0+152=400+225=625=25 m squared. The value 12.5 halves it (that would be the triangle area). The value 15 uses only the k^ component. The value 20 keeps only the i^ contribution incorrectly.
Compute the cross product:
A×B=−20i^+0j^+15k^
Take the magnitude:
∣A×B∣=(−20)2+152=625=25m2
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.
Evaluate the parentheses: A1 + A2 = 4 + 2 = 6.
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.
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.
Bisection halves a bracketed interval each step.
A sign change guarantees a root inside, so it always converges.
Newton's method can diverge; bisection cannot (when bracketed).