2.2 Probability & Statistics
Key Takeaways
Central tendency: mean (arithmetic average), median (middle value), mode (most frequent); dispersion: variance σ² and standard deviation σ = √variance.
Addition rule P(A∪B)=P(A)+P(B)−P(A∩B); multiplication for independent events P(A∩B)=P(A)P(B); conditional P(A|B)=P(A∩B)/P(B).
The standard normal z-score z=(x−μ)/σ converts any value to standard-normal units so you can read probabilities from the Handbook's z-table.
A confidence interval for the mean is x̄ ± z(σ/√n) (or t when σ is unknown and n is small); linear regression fits y = a + bx by least squares.
Describing Data: Central Tendency & Dispersion
Probability & Statistics is 4–6 questions on the FE Civil exam and supports quality-control, surveying-error, and risk problems. Start with the descriptors:
- Mean (arithmetic average): x̄ = (Σxᵢ)/n — sensitive to outliers.
- Median: the middle value when data are ordered — robust to outliers.
- Mode: the most frequently occurring value.
Dispersion measures how spread out the data are. The sample variance is s² = Σ(xᵢ − x̄)²/(n−1) and the standard deviation s = √s². (A population uses N rather than n−1.) The trap: dividing by n instead of n−1 for a sample, and forgetting that σ has the same units as the data while σ² has squared units. The coefficient of variation CV = σ/μ expresses relative scatter.
Two more descriptors occasionally appear. The range is simply max − min, the crudest spread measure. The weighted mean x̄_w = (Σwᵢxᵢ)/(Σwᵢ) is used when observations carry unequal weights — common in surveying, where a measurement's weight is inversely proportional to its variance. When a problem gives you grouped or frequency data, the mean is Σ(fᵢxᵢ)/Σfᵢ, not a simple average of the class values.
Probability Rules
Probabilities run 0 to 1. The Handbook lists the core rules:
| Rule | Formula | Use |
|---|---|---|
| Addition (general) | P(A∪B)=P(A)+P(B)−P(A∩B) | 'A or B' |
| Addition (mutually exclusive) | P(A∪B)=P(A)+P(B) | disjoint events |
| Multiplication (independent) | P(A∩B)=P(A)·P(B) | 'A and B' |
| Conditional | P(A|B)=P(A∩B)/P(B) | 'A given B' |
| Complement | P(A')=1−P(A) | 'not A' |
The most common error is subtracting the overlap P(A∩B) when events are already mutually exclusive (overlap = 0), or failing to subtract it when they can occur together.
Independence vs. mutual exclusivity is a classic trap: two events are independent when one's occurrence does not change the other's probability (P(A|B) = P(A)); they are mutually exclusive when they cannot both happen (P(A∩B) = 0). These are different concepts — mutually exclusive events with non-zero probabilities are necessarily dependent. Counting underpins many problems: permutations (order matters) P(n,r) = n!/(n−r)!, and combinations (order does not) C(n,r) = n!/[r!(n−r)!]. Bayes' theorem, P(A|B) = P(B|A)P(A)/P(B), reverses a conditional and is listed in the Handbook for diagnostic-type questions.
Distributions: Normal, Binomial & t
The normal (Gaussian) distribution is symmetric and bell-shaped; about 68% of values fall within ±1σ, 95% within ±2σ, 99.7% within ±3σ. Any value is standardized with the z-score z = (x − μ)/σ, then probabilities are read from the Handbook's unit-normal table.
The binomial distribution gives P(x successes in n trials) = C(n,x)·pˣ·(1−p)ⁿ⁻ˣ, with mean np and variance np(1−p) — used for go/no-go inspection. The Student's t distribution replaces the normal when the population σ is unknown and the sample is small (n < ~30); it is wider and depends on degrees of freedom (df = n − 1).
Two discrete-event distributions also appear. The Poisson distribution, P(x) = (λˣe⁻λ)/x!, models the number of events in a fixed interval (e.g., vehicle arrivals per minute at an intersection, or flaws per kilometer of weld), where λ is the mean rate; its variance equals its mean. The uniform distribution spreads probability evenly over an interval. The key modeling decision is binomial vs. Poisson: binomial counts successes in a fixed number of trials, while Poisson counts occurrences over a continuum of time or space with no fixed trial count.
Worked Example — Normal Distribution z-Score
Concrete cylinder strengths are normally distributed with mean μ = 4000 psi and standard deviation σ = 300 psi. What fraction fall below the 3500-psi spec?
Step 1 — standardize: z = (x − μ)/σ = (3500 − 4000)/300 = −500/300 = −1.67.
Step 2 — read the table: the area to the left of z = −1.67 is about 0.0475.
Result: roughly 4.75% of cylinders fall below 3500 psi. If you instead wanted the fraction between 3500 and 4500 psi, compute z at both ends (−1.67 and +1.67) and subtract the tail areas. Always sketch the bell curve and shade the region you need — sign of z and which tail is the #1 source of errors.
Confidence Intervals, Regression & Correlation
A confidence interval brackets the true mean. With σ known: x̄ ± z·(σ/√n); for 95% confidence z = 1.96. When σ is unknown and n is small, use t in place of z: x̄ ± t·(s/√n). Widening confidence (90%→99%) widens the interval; larger n narrows it via the √n in the denominator.
Linear regression fits the least-squares line ŷ = a + bx, choosing slope b and intercept a to minimize Σ(yᵢ − ŷᵢ)². The correlation coefficient r (−1 ≤ r ≤ +1) measures linear-fit strength: r = +1 perfect positive, 0 none, −1 perfect negative. The coefficient of determination r² is the fraction of variance explained. Distinguish correlation (association) from causation — a frequent conceptual trap.
The least-squares slope and intercept have closed forms in the Handbook: b = [nΣxy − (Σx)(Σy)]/[nΣx² − (Σx)²], and a = ȳ − b·x̄, so the regression line always passes through the point (x̄, ȳ). On the exam you may be asked to predict ŷ at a given x once a and b are supplied, or to interpret r — for instance r = 0.95 indicates a strong positive linear relationship and r² = 0.90 means 90% of the variation in y is explained by the fitted line. Remember that a high r² does not validate extrapolation beyond the data range, another common conceptual pitfall.
Beam deflections (mm) measured at 5 points are 12, 15, 11, 14, 13. What is the sample standard deviation (use n−1)?
About 1.58 mm
About 1.41 mm
About 2.50 mm
About 0.71 mm
Soil samples have compressive strength μ = 200 kPa, σ = 25 kPa, normally distributed. What is the z-score for a 250-kPa sample?
z = 1.25, so the value is below the mean
z = 2.00, located two standard deviations above the mean
z = 0.50, very close to the mean
z = −2.00, two standard deviations below the mean
A defect occurs independently on 10% of welds. What is the probability that two specific welds are BOTH defective?
0.20, by the addition rule
0.10, since defects are independent
0.01, by the multiplication rule for independent events
0.19, using the general addition rule
Which distribution best models the number of vehicles arriving at an intersection during a fixed one-minute interval, given a known average arrival rate?
The binomial distribution, because each second is a trial
The normal distribution, because traffic is continuous
The Student's t distribution, because the sample is small
The Poisson distribution, because it counts events over a fixed interval at a known mean rate
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