Solved Problems

Example 1: Conceptual - Formulating Null and Alternative Hypotheses

An engineering firm claims that their new bridge design can withstand a maximum load of at least 1000 kN1000 \text{ kN} before deflecting beyond acceptable limits. An independent auditor suspects the actual maximum load is lower. Formulate the null and alternative hypotheses to test the auditor's suspicion.

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Example 2: Conceptual - Type I and Type II Errors

A quality control inspector is testing the compressive strength of concrete cylinders. The null hypothesis (H0H_0) is that the concrete meets the specified strength. The alternative hypothesis (H1H_1) is that the concrete does not meet the specified strength. Describe a Type I and Type II error in this context and discuss their engineering implications.

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Example 3: Conceptual - Selecting Z-Test vs. T-Test

A geotechnical engineer takes a sample of 1515 soil specimens to determine their mean shear strength. The population standard deviation of the shear strength is unknown, and the population is assumed to be normally distributed. Should the engineer use a Z-test or a T-test for hypothesis testing?

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Example 4: Conceptual - Interpreting P-values

An environmental engineer conducts a hypothesis test to determine if the concentration of a pollutant in a river exceeds the regulatory limit of 50 mg/L50 \text{ mg/L}. The calculated p-value for the right-tailed test is 0.0340.034. The significance level is α=0.05\alpha = 0.05. What is the appropriate decision and interpretation?

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Example 5: Single Mean (Z-Test, Right-Tailed)

The historical data for a specific concrete mix design shows a population mean compressive strength of 30 MPa30 \text{ MPa} with a population standard deviation of 3 MPa3 \text{ MPa}. A new admixture is added to improve strength. A random sample of 3636 specimens with the admixture yields a mean strength of 31.2 MPa31.2 \text{ MPa}. Test the claim that the admixture increases the mean strength at a significance level of α=0.05\alpha = 0.05.

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Example 6: Single Mean (T-Test, Left-Tailed)

A manufacturer claims their reinforcing steel bars have a mean yield strength of at least 500 MPa500 \text{ MPa}. An independent tester samples 2525 bars and finds a mean strength of 495 MPa495 \text{ MPa} with a standard deviation of 10 MPa10 \text{ MPa}. Test the manufacturer's claim at α=0.05\alpha = 0.05.

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Example 7: Single Proportion (Z-Test, Left-Tailed)

A city regulation requires that at least 80%80\% of new residential buildings incorporate a specific energy-efficient insulation. An inspector randomly selects 150150 new buildings and finds that 110110 of them have the required insulation. Test whether the actual proportion is less than 80%80\% at the 0.050.05 significance level.

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Example 8: Two Means (Z-Test, Two-Tailed)

An engineer tests the mean curing time of two epoxy resins. Resin A (3535 samples) has a mean curing time of 45 hours45 \text{ hours} with a standard deviation of 4 hours4 \text{ hours}. Resin B (4040 samples) has a mean of 42 hours42 \text{ hours} with a standard deviation of 5 hours5 \text{ hours}. Test the hypothesis that the means are different at α=0.01\alpha = 0.01.

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Example 9: Two Means (T-Test, Independent, Right-Tailed)

Traffic engineers are comparing two intersection designs. For Design 1, 1212 trials yield a mean vehicle delay of 48 seconds48 \text{ seconds} with a standard deviation of 6 seconds6 \text{ seconds}. For Design 2, 1414 trials yield a mean delay of 41 seconds41 \text{ seconds} with a standard deviation of 5 seconds5 \text{ seconds}. Assume the population variances are equal. Test if Design 1 has a significantly greater mean delay than Design 2 at α=0.05\alpha = 0.05.

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Example 10: Two Means (T-Test, Paired, Left-Tailed)

To test a new retrofitting technique, 88 structural beams are tested for maximum deflection (in mm) before and after retrofitting. The differences (d=AfterBefored = \text{After} - \text{Before}) yield a mean difference of dˉ=2.5 mm\bar{d} = -2.5 \text{ mm} with a standard deviation of sd=1.2 mms_d = 1.2 \text{ mm}. Test if the retrofitting significantly reduces deflection at α=0.05\alpha = 0.05.

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Example 11: Two Proportions (Z-Test, Two-Tailed)

Two suppliers provide bolts for a construction project. Supplier A provides a sample of 200200 bolts, out of which 1212 are defective. Supplier B provides a sample of 250250 bolts, out of which 1010 are defective. Test if there is a significant difference in the proportion of defective bolts between the two suppliers at α=0.05\alpha = 0.05.

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Example 12: Variance (Chi-Square Test, Two-Tailed)

A cement packaging machine is supposed to fill bags with a variance of σ2=0.5 kg2\sigma^2 = 0.5 \text{ kg}^2. A random sample of 2020 bags yields a sample variance of s2=0.8 kg2s^2 = 0.8 \text{ kg}^2. Test if the machine is operating with a variance different from the specified 0.5 kg20.5 \text{ kg}^2 at α=0.05\alpha = 0.05. Assume the bag weights are normally distributed.

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