Stats Exam 2

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Last updated 6:22 PM on 10/15/26
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60 Terms

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Probability Theory

The mathematical study of chance that describes the randomness of a random phenomenon.

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Random Phenomenon

A situation where individual outcomes are uncertain, but there is a regular pattern of outcomes in a very large number of repetitions.

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Probability of an Event AA (P(A)P(A))

The proportion of times the event would occur in a very long series of repetitions (in the long run).

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Sample Space (SS)

The set of all possible outcomes of a random phenomenon or process.

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Event

A subset of a sample space made up of one or more outcomes.

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Probability Rule 1 (Range of Values)

The probability of any event must satisfy 0≤P(event)≤10 \le P(\text{event}) \le 1, where 00 indicates the event never occurs and 11 indicates it occurs every time.

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Probability Rule 2 (Sum of Outcomes)

The sum of the probabilities of all possible individual outcomes in the sample space must equal 11 (P(S)=1P(S) = 1).

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Disjoint (Mutually Exclusive) Events & Addition Rule

Events that share no outcomes and cannot occur together, calculated as: P(A or B)=P(A)+P(B)P(A \text{ or } B) = P(A) + P(B)

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General Addition Rule for Non-Disjoint Events

P(A or B)=P(A)+P(B)−P(A and B)P(A \text{ or } B) = P(A) + P(B) - P(A \text{ and } B)

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Complement Rule

The probability that an event does not occur is given by: P(Ac)=1−P(A)P(A^c) = 1 - P(A)

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Discrete Probability Model

A model with a finite or countable sample space where each individual outcome has a distinct known probability.

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Continuous Probability Model

A model where the sample space contains an infinite number of possible outcomes within an interval, and probabilities are measured as areas under a density curve.

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Probability of an Exact Single Value in a Continuous Distribution

Always equal to 00 (e.g., P(X=10.5)=0P(X = 10.5) = 0).

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Total Area Under Any Density Curve

Always exactly equal to 11 (or 100%100\%).

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Uniform Distribution Density Formula

For a flat continuous distribution: Height=1max−min\text{Height} = \frac{1}{\text{max} - \text{min}}

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Normal Curve Properties

A symmetric, single-peaked, bell-shaped density curve completely defined by its mean (μ\mu) and standard deviation (σ\sigma).

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Mean (μ\mu) of a Normal Curve

The center line and peak of symmetry of the distribution.

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Standard Deviation (σ\sigma) of a Normal Curve

The horizontal distance from the center mean to the inflection points where the curve changes curvature from concave down to concave up.

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68–95–99.7% Rule (Empirical Rule)

In a normal distribution:

  • Approximately 68%68\% of observations fall within μ±1σ\mu \pm 1\sigma
  • Approximately 95%95\% fall within μ±2σ\mu \pm 2\sigma
  • Approximately 99.7%99.7\% fall within μ±3σ\mu \pm 3\sigma
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zz-Score Formula for an Individual Observation

z=x−μσz = \frac{x - \mu}{\sigma}, measuring the number of standard deviations xx lies above or below the mean μ\mu.

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Standard Normal Distribution Parameters and Notation

N(0,1)N(0, 1), with mean μ=0\mu = 0 and standard deviation σ=1\sigma = 1.

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Finding Area to the Right of zz

P(Z>z)=1−P(Z<z)P(Z > z) = 1 - P(Z < z), or by symmetry, P(Z>z)=P(Z<−z)P(Z > z) = P(Z < -z)

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Finding Area Between Two zz-Scores (z1z_1 and z2z_2)

P(z1≤Z≤z2)=P(Z≤z2)−P(Z≤z1)P(z_1 \le Z \le z_2) = P(Z \le z_2) - P(Z \le z_1)

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Backward Normal Calculation Formula for an Individual Observation

x=μ+zσx = \mu + z\sigma

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Parameter vs. Statistic

A parameter is a fixed, typically unknown number describing a population. A statistic is a number calculated from sample data used to estimate a parameter.

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Notation for Sample vs. Population (Mean and Standard Deviation)

  • Mean: Sample is xˉ\bar{x}; Population is μ\mu
  • Standard Deviation: Sample is ss; Population is σ\sigma
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Law of Large Numbers

As sample size (nn) increases, the sample mean (xˉ\bar{x}) gets closer and closer to the true population mean (μ\mu).

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Sampling Distribution of xˉ\bar{x}

The distribution of values taken by the sample mean across all possible samples of the same size nn from the same population.

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Mean and Standard Deviation of the Sampling Distribution of xˉ\bar{x}

  • Mean: μxˉ=μ\mu_{\bar{x}} = \mu
  • Standard Deviation: σxˉ=σn\sigma_{\bar{x}} = \frac{\sigma}{\sqrt{n}}
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Central Limit Theorem (CLT)

For large sample sizes (n≥30n \ge 30), the sampling distribution of xˉ\bar{x} is approximately normal, regardless of the population distribution shape.

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zz-Score Formula for a Sample Mean (xˉ\bar{x})

z=xˉ−μσnz = \frac{\bar{x} - \mu}{\frac{\sigma}{\sqrt{n}}}

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Backward Calculation Formula for Sample Mean (xˉ\bar{x})

xˉ=μ+z(σn)\bar{x} = \mu + z\left(\frac{\sigma}{\sqrt{n}}\right)

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Point Estimate vs. Interval Estimate

A point estimate is a single number estimating a parameter (e.g., xˉ\bar{x}); an interval estimate provides a range of plausible values formulated as Estimate±Margin of Error\text{Estimate} \pm \text{Margin of Error}.

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One-Sample zz Confidence Interval Formula for μ\mu

xˉ±z∗(σn)\bar{x} \pm z^*\left(\frac{\sigma}{\sqrt{n}}\right)

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Conditions for a One-Sample zz Confidence Interval for μ\mu

  1. Simple Random Sample (SRS)
  2. Normal population or large sample size (n≥30n \ge 30)
  3. Known population standard deviation (σ\sigma)
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Common Critical Values (z∗z^*)

  • 90%90\% confidence: z∗=1.645z^* = 1.645
  • 95%95\% confidence: z∗=1.960z^* = 1.960
  • 98%98\% confidence: z∗=2.326z^* = 2.326
  • 99%99\% confidence: z∗=2.576z^* = 2.576
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Correct Interpretation of a 95%95\% Confidence Interval

We are 95%95\% confident that the true population mean (μ\mu) falls within the calculated interval boundaries.

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Effect of Increasing Confidence Level (CC)

z∗z^* increases, which increases the margin of error, making the interval wider and reducing precision.

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Effect of Increasing Sample Size (nn) on Confidence Intervals

σn\frac{\sigma}{\sqrt{n}} decreases, which decreases the margin of error, making the interval narrower and increasing precision.

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Sample Size Determination Formula for Estimating μ\mu

n=(z∗σm)2n = \left(\frac{z^* \sigma}{m}\right)^2, where mm is the desired margin of error (always rounded up to the next whole integer).

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Goal of Hypothesis Testing (Significance Testing)

To assess the strength of evidence provided by sample data against a null hypothesis regarding a population parameter.

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Null Hypothesis (H0H_0)

The claim of 'no difference' or 'no effect' being tested, always written with an equality sign: H0:μ=μ0H_0: \mu = \mu_0

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Alternative Hypothesis (HaH_a)

The claim about the population parameter that researchers seek evidence in favor of, formulated using >>, <<, or ≠\neq.

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One-Sided vs. Two-Sided Hypotheses

  • One-sided: Directs interest toward one direction (Ha:μ>μ0H_a: \mu > \mu_0 or Ha:μ<μ0H_a: \mu < \mu_0)
  • Two-sided: Directs interest toward any difference (Ha:μ≠μ0H_a: \mu \neq \mu_0)
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Test Statistic for a One-Sample zz-Test of μ\mu

z=xˉ−μ0σnz = \frac{\bar{x} - \mu_0}{\frac{\sigma}{\sqrt{n}}}, which measures the distance of xˉ\bar{x} from μ0\mu_0 in standard error units.

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PP-Value Definition

The probability, calculated under the assumption that H0H_0 is true, of observing a test statistic as extreme as or more extreme than the calculated value.

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Decision Rule for Significance Tests

  • Reject H0H_0 if P-value≤αP\text{-value} \le \alpha
  • Fail to reject H0H_0 if P-value>αP\text{-value} > \alpha
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PP-Value Calculation Formulas by Test Direction

  • Right-tailed (Ha:μ>μ0H_a: \mu > \mu_0): P(Z≥z)P(Z \ge z)
  • Left-tailed (Ha:μ<μ0H_a: \mu < \mu_0): P(Z≤z)P(Z \le z)
  • Two-tailed (Ha:μ≠μ0H_a: \mu \neq \mu_0): 2×P(Z≥∣z∣)2 \times P(Z \ge |z|)
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Statistically Significant at Level α\alpha

An outcome so unlikely under H0H_0 that the resulting PP-value is less than or equal to the significance level α\alpha

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Practice: Uniform Distribution Calculation

A concrete cure time XX is uniformly distributed between 4545 and 7575 minutes. Find the height of the curve, and calculate the probability that a specific batch takes between 5050 and 6262 minutes to cure: P(50≤X≤62)P(50 \le X \le 62).

  1. Height of the curve:
    Height=1max−min=175−45=130\text{Height} = \frac{1}{\text{max} - \text{min}} = \frac{1}{75 - 45} = \frac{1}{30}
  2. Width of the interval:
    Width=62−50=12\text{Width} = 62 - 50 = 12
  3. Probability:
    Area=Height×Width=(130)×12=1230=0.40\text{Area} = \text{Height} \times \text{Width} = \left(\frac{1}{30}\right) \times 12 = \frac{12}{30} = 0.40
    Therefore, P(50≤X≤62)=0.40P(50 \le X \le 62) = 0.40 (or 40%40\%).
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Practice: General Addition Rule for Non-Disjoint Events

At a facility, 35%35\% of workers wear hard hats with visors (Event AA), 40%40\% wear high-visibility vests (Event BB), and 15%15\% wear both. What is the probability that a randomly chosen worker wears a visor or a vest: P(A or B)P(A \text{ or } B)?

  1. Identify event relationship:
    The events are not disjoint because workers can wear both (P(A and B)=0.15P(A \text{ and } B) = 0.15).
  2. Apply General Addition Rule:
    P(A or B)=P(A)+P(B)−P(A and B)P(A \text{ or } B) = P(A) + P(B) - P(A \text{ and } B)
    P(A or B)=0.35+0.40−0.15=0.60P(A \text{ or } B) = 0.35 + 0.40 - 0.15 = 0.60
    Therefore, P(A or B)=0.60P(A \text{ or } B) = 0.60 (or 60%60\%).
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Practice: Forward Normal Distribution Calculation

The compressive strength of a batch of concrete blocks is normally distributed with mean μ=3200 psi\mu = 3200\,\text{psi} and standard deviation σ=150 psi\sigma = 150\,\text{psi}. What is the probability that a randomly selected block has a compressive strength greater than 3425 psi3425\,\text{psi}?

  1. Calculate the z-score:
    z=x−μσ=3425−3200150=225150=1.50z = \frac{x - \mu}{\sigma} = \frac{3425 - 3200}{150} = \frac{225}{150} = 1.50
  2. Find cumulative area:
    From the standard normal table, the area to the left of z=1.50z = 1.50 is 0.93320.9332.
  3. Calculate right-tail probability:
    P(X>3425)=1−P(Z<1.50)=1−0.9332=0.0668P(X > 3425) = 1 - P(Z < 1.50) = 1 - 0.9332 = 0.0668
    Therefore, the probability is 0.06680.0668 (or 6.68%6.68\%).
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Practice: Backward Normal Calculation (Percentile to Observation)

Steel rebar yield strength follows N(60 ksi,2.5 ksi)N(60\,\text{ksi}, 2.5\,\text{ksi}). What minimum yield strength represents the top 10%10\% of strongest rebar?

  1. Find cumulative percentile:
    The top 10%10\% corresponds to the 90th90^{\text{th}} percentile, meaning 90%90\% (0.90000.9000) of the area lies to the left.
  2. Find critical z-value:
    Looking up 0.90000.9000 in the standard normal table yields z≈1.285z \approx 1.285.
  3. Apply backward calculation formula:
    x=μ+zσ=60+(1.285×2.5)=60+3.21=63.21 ksix = \mu + z \sigma = 60 + (1.285 \times 2.5) = 60 + 3.21 = 63.21\,\text{ksi}
    Therefore, the minimum yield strength is 63.21 ksi63.21\,\text{ksi}.
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Practice: Sampling Distribution of the Sample Mean (xˉ\bar{x})

Soil sample moisture content has mean μ=18%\mu = 18\% and standard deviation σ=4.2%\sigma = 4.2\%. If a technician tests a random sample of n=36n = 36 soil cores, what is the probability that the average moisture content xˉ\bar{x} is less than 17%17\%?

  1. Determine sampling parameters:
    μ<em>xˉ=μ=18%\mu<em>{\bar{x}} = \mu = 18\%σ</em>xˉ=σn=4.236=4.26=0.70%\sigma</em>{\bar{x}} = \frac{\sigma}{\sqrt{n}} = \frac{4.2}{\sqrt{36}} = \frac{4.2}{6} = 0.70\%
  2. Calculate the z-score:
    z=xˉ−μσxˉ=17−180.70=−1.000.70≈−1.43z = \frac{\bar{x} - \mu}{\sigma_{\bar{x}}} = \frac{17 - 18}{0.70} = \frac{-1.00}{0.70} \approx -1.43
  3. Find lower-tail probability:
    P(xˉ<17)=P(Z<−1.43)=0.0764P(\bar{x} < 17) = P(Z < -1.43) = 0.0764
    Therefore, the probability is 0.07640.0764 (or 7.64%7.64\%).
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Practice: Constructing and Interpreting a Confidence Interval for μ\mu

A safety inspector samples n=64n = 64 ladders and finds a sample mean failure load of xˉ=312 lbs\bar{x} = 312\,\text{lbs}. Assume population standard deviation σ=24 lbs\sigma = 24\,\text{lbs}. Construct and interpret a 95%95\% confidence interval for the true mean failure load μ\mu.

  1. Check conditions:
    Simple random sample, large sample (n=64≥30n = 64 \ge 30), and known σ=24 lbs\sigma = 24\,\text{lbs}.
  2. Identify critical value:
    For 95%95\% confidence, z∗=1.960z^* = 1.960.
  3. Calculate margin of error:
    m=z∗(σn)=1.960(2464)=1.960×3=5.88 lbsm = z^* \left(\frac{\sigma}{\sqrt{n}}\right) = 1.960 \left(\frac{24}{\sqrt{64}}\right) = 1.960 \times 3 = 5.88\,\text{lbs}
  4. Construct interval:
    xˉ±m=312±5.88=(306.12 lbs,317.88 lbs)\bar{x} \pm m = 312 \pm 5.88 = (306.12\,\text{lbs}, 317.88\,\text{lbs})
  5. Interpretation:
    We are 95%95\% confident that the true population mean ladder failure load μ\mu falls between 306.12 lbs306.12\,\text{lbs} and 317.88 lbs317.88\,\text{lbs}.
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Practice: Sample Size Determination for Estimating μ\mu

An estimator wants to estimate the true mean hourly wage of framing carpenters within a margin of error m=$1.25m = \$1.25 with 99%99\% confidence. Assume σ=$4.50\sigma = \$4.50. How many carpenters must be sampled?

  1. Formula and critical value:
    For 99%99\% confidence, critical value is z∗=2.576z^* = 2.576.
    n=(z∗σm)2n = \left(\frac{z^* \sigma}{m}\right)^2
  2. Calculate sample size:
    n=(2.576×4.501.25)2=(11.5921.25)2=(9.2736)2≈85.999n = \left(\frac{2.576 \times 4.50}{1.25}\right)^2 = \left(\frac{11.592}{1.25}\right)^2 = (9.2736)^2 \approx 85.999
  3. Rounding rule:
    Always round up to the next integer:
    n=86 carpentersn = 86\text{ carpenters}
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Practice: One-Sided Hypothesis Test for μ\mu

Bolts have a specified mean shear strength of μ0=400 psi\mu_0 = 400\,\text{psi}. A random sample of n=49n = 49 bolts yields xˉ=406 psi\bar{x} = 406\,\text{psi}. Assume σ=14 psi\sigma = 14\,\text{psi}. Test at α=0.05\alpha = 0.05 whether the new alloy has higher mean strength than 400 psi400\,\text{psi}.

  1. Hypotheses:
    H<em>0:μ=400 psiH<em>0: \mu = 400\,\text{psi}H</em>a:μ>400 psiH</em>a: \mu > 400\,\text{psi}
  2. Significance level:
    α=0.05\alpha = 0.05
  3. Calculate test statistic:
    z=xˉ−μ0σn=406−4001449=62=3.00z = \frac{\bar{x} - \mu_0}{\frac{\sigma}{\sqrt{n}}} = \frac{406 - 400}{\frac{14}{\sqrt{49}}} = \frac{6}{2} = 3.00
  4. Find P-value:
    P-value=P(Z≥3.00)=0.0013P\text{-value} = P(Z \ge 3.00) = 0.0013
  5. Conclusion:
    Since P-value=0.0013≤0.05P\text{-value} = 0.0013 \le 0.05, reject H0H_0. There is statistically significant evidence at the α=0.05\alpha = 0.05 level that the mean shear strength is greater than 400 psi400\,\text{psi}.
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Practice: Two-Sided Hypothesis Test for μ\mu

Drywall boards have a specified target thickness of μ0=0.500 inches\mu_0 = 0.500\,\text{inches} with σ=0.020 inches\sigma = 0.020\,\text{inches}. A sample of n=36n = 36 boards shows xˉ=0.493 inches\bar{x} = 0.493\,\text{inches}. Test at α=0.05\alpha = 0.05 whether the mean thickness differs from 0.500 inches0.500\,\text{inches}.

  1. Hypotheses:
    H<em>0:μ=0.500 inchesH<em>0: \mu = 0.500\,\text{inches}H</em>a:μ≠0.500 inchesH</em>a: \mu \neq 0.500\,\text{inches}
  2. Significance level:
    α=0.05\alpha = 0.05
  3. Calculate test statistic:
    z=xˉ−μ0σn=0.493−0.5000.02036=−0.0070.00333=−2.10z = \frac{\bar{x} - \mu_0}{\frac{\sigma}{\sqrt{n}}} = \frac{0.493 - 0.500}{\frac{0.020}{\sqrt{36}}} = \frac{-0.007}{0.00333} = -2.10
  4. Find P-value:
    Because the test is two-sided, double the tail probability:
    P(Z≤−2.10)=0.0179P(Z \le -2.10) = 0.0179
    P-value=2×0.0179=0.0358P\text{-value} = 2 \times 0.0179 = 0.0358
  5. Conclusion:
    Since P-value=0.0358≤0.05P\text{-value} = 0.0358 \le 0.05, reject H0H_0. There is statistically significant evidence at the α=0.05\alpha = 0.05 level that the mean thickness differs from 0.500 inches0.500\,\text{inches}.
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