The article “Wind-Uplift Capacity of Residential Wood

Chapter 5, Problem 5E

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QUESTION:

The article “Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive” (P. Datin, D. Prevatt, and W. Pang, Journal of Architectural Engineering, 2011:144–154) presents a study of the failure

pressures of roof panels. Following are the failure pressures, in kPa, for five panels constructed with 6d smooth shank nails. These data are consistent with means and standard deviations presented in the article.

3.32         2.53         3.45         2.38         3.01

Find a 95% confidence interval for the mean failure pressure for this type of roof panel.

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QUESTION:

The article “Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive” (P. Datin, D. Prevatt, and W. Pang, Journal of Architectural Engineering, 2011:144–154) presents a study of the failure

pressures of roof panels. Following are the failure pressures, in kPa, for five panels constructed with 6d smooth shank nails. These data are consistent with means and standard deviations presented in the article.

3.32         2.53         3.45         2.38         3.01

Find a 95% confidence interval for the mean failure pressure for this type of roof panel.

ANSWER:

Step 1 of 4

Given:

The data is provided for the failure pressures, in kPa, for five panels constructed with 6d smooth shank nails.

The sample number of panels is .

The level of confidence is 95%.

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