3.24 An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213–216) describes several experiments investigating the rodding of concrete to remove entrapped air. A 3-inch × 6-inch cylinder was...


3.24<br>An article in the ACI Materials Journal (Vol. 84, 1987,<br>pp. 213–216) describes several experiments investigating the<br>rodding of concrete to remove entrapped air. A 3-inch × 6-inch<br>cylinder was used, and the number of times this rod was used<br>is the design variable. The resulting compressive strength of<br>the concrete specimen is the response. The data are shown in<br>the following table:<br>Rodding<br>Level<br>Compressive Strength<br>10<br>1530<br>1530<br>1440<br>15<br>1610<br>1650<br>1500<br>20<br>1560<br>1730<br>1530<br>25<br>1500<br>1490<br>1510<br>Refer to the data above. Construct the ANOVA table manually. Show your calculation to find<br>a. SSTotal<br>b. SSTreatment<br>c. SSError<br>d. Degree of freedom<br>e. Mean square error<br>f. F statistics<br>

Extracted text: 3.24 An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213–216) describes several experiments investigating the rodding of concrete to remove entrapped air. A 3-inch × 6-inch cylinder was used, and the number of times this rod was used is the design variable. The resulting compressive strength of the concrete specimen is the response. The data are shown in the following table: Rodding Level Compressive Strength 10 1530 1530 1440 15 1610 1650 1500 20 1560 1730 1530 25 1500 1490 1510 Refer to the data above. Construct the ANOVA table manually. Show your calculation to find a. SSTotal b. SSTreatment c. SSError d. Degree of freedom e. Mean square error f. F statistics

Jun 01, 2022
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