An article in the Journal of Strain Analysis (1983, Vol. 18, No. 2) compares several methods for predicting the shear strength for steel plate girders. Data for two of these methods, the Karlsruhe and Lehigh procedures, when applied to nine specific girders, are shown in the accompanying Table. Construct a 95% confidence interval on the difference in mean shear strength for the two methods. Round your answer to four decimal places (e.g. 98.7654). HD Girder Karlsruhe Method Lehigh Method Difference d; S1/1 1.190 1.065 0.125 S2/1 1.158 1.000 0.158 S3/1 1.313 1.062 0.251 S4/1 1.332 1.059 0.273 S5/1 1.203 1.065 0.138 S2/1 1.407 1.177 0.230 S2/2 1.356 1.029 0.327 S2/3 1.543 1.090 0.453 S2/4 1.561 1.050 0.511

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An article in the Journal of Strain Analysis (1983, Vol. 18, No. 2) compares several methods for predicting the shear strength for steel plate girders. Data for two of these methods, the Karlsruhe and Lehigh
procedures, when applied to nine specific girders, are shown in the accompanying Table. Construct a 95% confidence interval on the difference in mean shear strength for the two methods. Round your answer to
four decimal places (e.g. 98.7654).
<HD
Girder Karlsruhe Method Lehigh Method Difference d;
S1/1
1.190
1.065
0.125
S2/1
1.158
1.000
0.158
S3/1
1.313
1.062
0.251
S4/1
1.332
1.059
0.273
S5/1
1.203
1.065
0.138
S2/1
1.407
1.177
0.230
S2/2
1.356
1.029
0.327
S2/3
1.543
1.090
0.453
S2/4
1.561
1.050
0.511
Transcribed Image Text:An article in the Journal of Strain Analysis (1983, Vol. 18, No. 2) compares several methods for predicting the shear strength for steel plate girders. Data for two of these methods, the Karlsruhe and Lehigh procedures, when applied to nine specific girders, are shown in the accompanying Table. Construct a 95% confidence interval on the difference in mean shear strength for the two methods. Round your answer to four decimal places (e.g. 98.7654). <HD Girder Karlsruhe Method Lehigh Method Difference d; S1/1 1.190 1.065 0.125 S2/1 1.158 1.000 0.158 S3/1 1.313 1.062 0.251 S4/1 1.332 1.059 0.273 S5/1 1.203 1.065 0.138 S2/1 1.407 1.177 0.230 S2/2 1.356 1.029 0.327 S2/3 1.543 1.090 0.453 S2/4 1.561 1.050 0.511
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