The article “Ultimate Load Analysis of Plate Reinforced Concrete Beams” (N. Subedi and P. Baglin, Engineering Structures, 2001:1068–1079) presents theoretical and measured ultimate strengths (in kN) for a sample of steel reinforced concrete beams. The results are presented in the following table (two outliers have been deleted). Let y denote the measured strength, x the theoretical strength, and t the true strength, which is unknown. Assume that y = t + ε, where ε is the measurement error. It is uncertain whether t is related to x by a linear model t = β0 + β1x or by a quadratic model t = β0 + β1x + β2x2. Fit the quadratic model y = β0 + β1x + β2x2 + ε. For each coefficient, find the P-value for the null hypothesis that the coefficient is equal to 0. a) Since (Click to select one) P < 0.001 , 0.001 < P < 0.002 , 0.002 < P < 0.01 , 0.01 < P < 0.02 , 0.02 < P < 0.05 , 0.05 < P < 0.10 , 0.10 < P < 0.20 , 0.20 < P < 0.50 , 0.50 < P < 0.80 , P > 0.80 , we conclude that β0 (Click to select one) differs/may not differ from 0. b) Since (Click to select one) P < 0.001 , 0.001 < P < 0.002 , 0.002 < P < 0.01 , 0.01 < P < 0.02 , 0.02 < P < 0.05 , 0.05 < P < 0.10 , 0.10 < P < 0.20 , 0.20 < P < 0.50 , 0.50 < P < 0.80 , P > 0.80 , we conclude that β1 (Click to select one) differs/may not differ from 0. c) Since (Click to select one) P < 0.001 , 0.001 < P < 0.002 , 0.002 < P < 0.01 , 0.01 < P < 0.02 , 0.02 < P < 0.05 , 0.05 < P < 0.10 , 0.10 < P < 0.20 , 0.20 < P < 0.50 , 0.50 < P < 0.80 , P > 0.80 , we conclude that β2 (Click to select one) differs/may not differ from 0.
The article “Ultimate Load Analysis of Plate Reinforced Concrete Beams” (N. Subedi and P. Baglin, Engineering Structures, 2001:1068–1079) presents theoretical and measured ultimate strengths (in kN) for a sample of steel reinforced concrete beams. The results are presented in the following table (two outliers have been deleted). Let y denote the measured strength, x the theoretical strength, and t the true strength, which is unknown. Assume that y = t + ε, where ε is the measurement error. It is uncertain whether t is related to x by a linear model t = β0 + β1x or by a quadratic model t = β0 + β1x + β2x2.
Fit the quadratic model y = β0 + β1x + β2x2 + ε. For each coefficient, find the P-value for the null hypothesis that the coefficient is equal to 0.
a) Since (Click to select one) P < 0.001 , 0.001 < P < 0.002 , 0.002 < P < 0.01 , 0.01 < P < 0.02 , 0.02 < P < 0.05 , 0.05 < P < 0.10 , 0.10 < P < 0.20 , 0.20 < P < 0.50 , 0.50 < P < 0.80 , P > 0.80 , we conclude that β0 (Click to select one) differs/may not differ from 0.
b) Since (Click to select one) P < 0.001 , 0.001 < P < 0.002 , 0.002 < P < 0.01 , 0.01 < P < 0.02 , 0.02 < P < 0.05 , 0.05 < P < 0.10 , 0.10 < P < 0.20 , 0.20 < P < 0.50 , 0.50 < P < 0.80 , P > 0.80 , we conclude that β1 (Click to select one) differs/may not differ from 0.
c) Since (Click to select one) P < 0.001 , 0.001 < P < 0.002 , 0.002 < P < 0.01 , 0.01 < P < 0.02 , 0.02 < P < 0.05 , 0.05 < P < 0.10 , 0.10 < P < 0.20 , 0.20 < P < 0.50 , 0.50 < P < 0.80 , P > 0.80 , we conclude that β2 (Click to select one) differs/may not differ from 0.
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Measured
Theoretical
Measured
991
1118
1516
1550
785
902
1071
1167
1195
1373
1480
1609
1021
1196
1622
1756
1285
1609
2032
2119
1167
1413
2032
2237
1519
1668
660
640
530
893
1314
1491
565
1743
1952
738
791
844
682
775"
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