STA 4210 – Exam 3 – Fall 2013 – PRINT Name _________________________ For all significance tests, use = 0.05 significance level. Q.1 A data set consisted of n = 32 observations on the variables Y, X1, X2, X3, and X4. Error Sum of Squares = SSE for each of all possible models. For each model, the variables that are in the model are also shown. Use this information to answer the questions following the table. The Total Sum of Squares = SSTO = 1150. #Variables SSE 1 1 1 1 2 2 2 2 2 2 3 3 3 3 4 Cp 330 448 505 785 255 284 290 295 402 445 245 253 255 290 243 AIC SBC=BIC #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A Vars in Model X2 X3 X1 X4 X2,X4 X2,X3 X1,X3 X1,X2 X1,X4 X3,X4 X1,X2,X4 X1,X2,X3 X2,X3,X4 X1,X3,X4 X1,X2,X3,X4 p.1.a. Complete the table by computing Cp, AIC, and SBC=BIC for the best models with 1,2,3, and 4 independent variables. For the full model, with all 4 predicors, s2 = MSE = ___________________ p.1.b. Give the best model (in terms of which independent variables to be included), based on each criteria. Cp: ________________________ AIC: _____________________________ SBC=BIC: _________________________ Q.2. An analysis relating Height to 6 body length attributes in n=33 female police officer applicants was conducted. The 6 attributes (predictors) were: Upper Arm, Lower Arm, Hand, Upper Leg, Lower Leg, Foot. Three models were fit. Model 1: E H 0 UAUA LA LA H H ULUL LL LL F F SSR1 568 SSE1 198 Model 2: E H 0 ULUL LL LL F F SSR2 551 SSE2 215 Model 3: E H 0 LL LL F F SSR3 532 SSE3 234 p.2.a. Use Model 1 to test H 0 : UA LA H UL LL F 0 Test Statistic: ___________________ Rejection Region: ______________________ Reject H0: Yes / No p.2.b. The regression coefficient estimates, and standard errors are given below. Controlling for all other predictors in the 3 models, circle which of the predictors are significant at the 0.05 level: Model 1 UA LA H UL LL F Model1 Coefficients Standard Error Intercept 70.32 12.34 upparm -0.31 0.47 forearm 0.77 0.61 hand 0.28 0.78 uppleg 0.68 0.42 lowleg 0.84 0.50 foot 2.39 0.94 t Stat 5.70 -0.67 1.26 0.36 1.63 1.69 2.53 P-value 0.0000 0.5102 0.2172 0.7238 0.1157 0.1025 0.0177 Model 2 Model2 Coefficients Standard Error Intercept 77.45 10.50 uppleg 0.52 0.33 lowleg 1.19 0.36 foot 2.75 0.84 UL LL F t Stat 7.38 1.61 3.26 3.28 P-value 0.0000 0.1184 0.0028 0.0027 Model 3 LL F Model3 Coefficients Standard Error Intercept 84.49 9.80 lowleg 1.63 0.25 foot 2.29 0.81 t Stat 8.62 6.65 2.83 P-value 0.0000 0.0000 0.0082 p.2.c. Obtain 95% Confidence Intervals for LL for models 1,2, and3 (do not make Bonferroni adjustments). Model 1 _____________________ Model 2 ____________________ Model 3 ________________________ p.2.d. This is best described as an example of : a) autocorrelation b) multicollinearity c) outlying observation p.2.e. Use models 1 and 3 to test whether after controlling for Lower Leg and Foot, none of the remaining predictors are associated with Height. H 0 : UA LA H UL 0 Test Statistic: ___________________ Rejection Region: ______________________ Reject H0: Yes / No Q.3. A study related building costs (Y) for skyscrapers in Hong Kong to 4 factors: Steel (X1 = 1 if Yes, 0 if Reinforced Concrete), Average Floor Area (X2), Total Floor Area (X3), and Average Story Height (X4). Consider the model: E Y 0 1 X1 2 X 2 3 X 3 4 X 4 p.3.a. Complete the table ANOVA df Regression Residual Total Intercept Steel AvFloorK TotFlr10K StryHt SS 8.7009 MS F F(.95) 8.7334 Coefficients Standard Error t Stat -0.3691 0.1532 -2.4097 0.0197 0.0110 0.3415 0.0297 0.0922 0.0048 19.3026 0.0998 0.0419 2.3801 t(.975) p.3.b. Give the predicted cost for a building built of Steel, with AvFloorK = 2.0, TotFlr10K = 7.0, and StoryHt = 4.0. p.3.c. Give a 95% confidence interval for the difference in Steel and Reinforced Concrete, controlling for all other predictors. p.3.d. What proportion of the variation in cost is “explained” by the regression model? Q.4. A regression model was fit for a municipal trolley company, relating the number of passengers (Y, in 1000s) to number of miles per week (X, in 1000s) for a period of n=20 weeks. The model and residuals are given below. week(t) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 miles_k pass_k Y-hat(t) 2.632 18.764 13.51 1.211 6.688 7.93 2.604 16.504 13.40 4.039 22.944 19.03 5.047 25.063 22.99 5.313 20.897 24.03 6.916 30.357 30.33 8.621 27.076 37.02 8.351 28.26 35.96 10.089 36.683 42.79 10.583 40.09 44.73 10.895 39.04 45.95 11.309 45.35 47.58 10.832 51.648 45.70 11.563 58.598 48.57 12.128 55.163 50.79 12.789 57.519 53.39 14.154 52.82 58.75 14.649 59.219 60.69 14.371 70.065 59.60 sum e(t) (e(t)-e(t-1))^2t e(t)*e(t-1) 5.26 0.00 0.00 -1.24 42.20 -6.52 3.11 18.89 -3.85 3.91 0.65 12.15 2.07 3.38 8.11 -3.14 27.15 -6.50 0.03 10.02 -0.09 -9.95 99.51 -0.28 -7.70 5.04 76.62 -6.10 2.56 47.02 -4.64 2.15 28.30 -6.91 5.18 32.05 -2.23 21.94 15.39 5.94 66.76 -13.24 10.02 16.64 59.57 4.37 31.96 43.80 4.13 0.06 18.05 -5.93 101.18 -24.49 -1.47 19.85 8.73 10.46 142.51 -15.41 0.00 617.63 279.42 ANOVA df Regression Residual Total Intercept miles_k 1 18 19 SS 5159.89 656.81 5816.70 MS 5159.89 36.49 F 141.41 Significance F 0.000 Coefficients Standard Error t Stat P-value 3.17 3.24 0.98 0.340 3.93 0.33 11.89 0.000 p.4.a. Conduct the Durbin-Watson Test for autocorrelated errors (Note: for n=20, p-1=1, =0.05: dL=1.20, dU=1.41): Test Statistic: __________________ Conclude: Autocorrelation Present No autocorrelation p.4.b. Compute the estimate of the autocorrelation parameter used in the Cochrane-Orcutt method. Withhold judgment Q.5. A linear regression model is fit, relating the monthly rental price of apartments (Y, in $100s) of similar ages to their square footage (X1, in 100s ft2), for apartments in three neighborhoods (A,B, and C). The analyst included 2 dummy variables: (X2=1 if neighborhood A, 0 otherwise) and (X3=1 if neighborhood B, 0 otherwise). She sampled 10 apartments at random from each neighborhood. She fit 3 models (note, this is an expensive city): Model 1: E Y 0 1 X 1 Model 2: E Y 0 1 X 1 2 X 2 3 X 3 Model 3: E Y 0 1 X 1 2 X 2 3 X 3 4 X 1 X 2 5 X 1 X 3 The ANOVA table for each model is given below. ANOVA Model1 df Regression 1 Residual 28 Total 29 ANOVA SS MS 1448.0 1448.0 152.2 5.4 1600.2 F 266.4 Model2 df Regression 3 Residual 26 Total 29 ANOVA SS 1569.1 31.1 1600.2 MS 523.0 1.2 F 437.8 Model3 df Regression 5 Residual 24 Total 29 SS 1571.4 28.8 1600.2 MS 314.3 1.2 F 262.0 p.5.a. Based on models 2 and 3, test whether there is an interaction between neighborhood and “square footage effect,” that is, test H0: . Test Statistic: ______________________________ Rejection Region: ____________________________________ p.5.b. Assuming you failed to find an interaction, use models 1 and 2 to test whether there is a neighborhood effect, that is, test H0: . Test Statistic: ______________________________ Rejection Region: ____________________________________ p.5.c. The Regression coefficients for model 2 are given below. Give the fitted equation, relating price ($100s) to square footage (X1, 100s ft2) for each neighborhood. Intercept X1 X2 X3 Coefficients Standard Error 3.70 0.71 1.48 0.05 2.10 0.49 -2.92 0.50 Neighborhood A: Neighborhood B: Neighborhood C: Critical Values for t, 2, and F Distributions F Distributions Indexed by Numerator Degrees of Freedom CDF - Lower tail probabilities df | 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | t.95 6.314 2.920 2.353 2.132 2.015 1.943 1.895 1.860 1.833 1.812 1.796 1.782 1.771 1.761 1.753 1.746 1.740 1.734 1.729 1.725 1.721 1.717 1.714 1.711 1.708 1.706 1.703 1.701 1.699 1.697 1.684 1.676 1.671 1.667 1.664 1.662 1.660 1.659 1.658 1.657 1.656 1.655 1.654 1.654 1.653 1.653 1.653 1.645 t.975 .295 F.95,1 F.95,2 F.95,3 F.95,4 F.95,5 F.95,6 F.95,7 F.95,8 12.706 4.303 3.182 2.776 2.571 2.447 2.365 2.306 2.262 2.228 2.201 2.179 2.160 2.145 2.131 2.120 2.110 2.101 2.093 2.086 2.080 2.074 2.069 2.064 2.060 2.056 2.052 2.048 2.045 2.042 2.021 2.009 2.000 1.994 1.990 1.987 1.984 1.982 1.980 1.978 1.977 1.976 1.975 1.974 1.973 1.973 1.972 1.960 3.841 5.991 7.815 9.488 11.070 12.592 14.067 15.507 16.919 18.307 19.675 21.026 22.362 23.685 24.996 26.296 27.587 28.869 30.144 31.410 32.671 33.924 35.172 36.415 37.652 38.885 40.113 41.337 42.557 43.773 55.758 67.505 79.082 90.531 101.879 113.145 124.342 135.480 146.567 157.610 168.613 179.581 190.516 201.423 212.304 223.160 233.994 --- 161.448 18.513 10.128 7.709 6.608 5.987 5.591 5.318 5.117 4.965 4.844 4.747 4.667 4.600 4.543 4.494 4.451 4.414 4.381 4.351 4.325 4.301 4.279 4.260 4.242 4.225 4.210 4.196 4.183 4.171 4.085 4.034 4.001 3.978 3.960 3.947 3.936 3.927 3.920 3.914 3.909 3.904 3.900 3.897 3.894 3.891 3.888 3.841 199.500 19.000 9.552 6.944 5.786 5.143 4.737 4.459 4.256 4.103 3.982 3.885 3.806 3.739 3.682 3.634 3.592 3.555 3.522 3.493 3.467 3.443 3.422 3.403 3.385 3.369 3.354 3.340 3.328 3.316 3.232 3.183 3.150 3.128 3.111 3.098 3.087 3.079 3.072 3.066 3.061 3.056 3.053 3.049 3.046 3.043 3.041 2.995 215.707 19.164 9.277 6.591 5.409 4.757 4.347 4.066 3.863 3.708 3.587 3.490 3.411 3.344 3.287 3.239 3.197 3.160 3.127 3.098 3.072 3.049 3.028 3.009 2.991 2.975 2.960 2.947 2.934 2.922 2.839 2.790 2.758 2.736 2.719 2.706 2.696 2.687 2.680 2.674 2.669 2.665 2.661 2.658 2.655 2.652 2.650 2.605 224.583 19.247 9.117 6.388 5.192 4.534 4.120 3.838 3.633 3.478 3.357 3.259 3.179 3.112 3.056 3.007 2.965 2.928 2.895 2.866 2.840 2.817 2.796 2.776 2.759 2.743 2.728 2.714 2.701 2.690 2.606 2.557 2.525 2.503 2.486 2.473 2.463 2.454 2.447 2.441 2.436 2.432 2.428 2.425 2.422 2.419 2.417 2.372 230.162 19.296 9.013 6.256 5.050 4.387 3.972 3.687 3.482 3.326 3.204 3.106 3.025 2.958 2.901 2.852 2.810 2.773 2.740 2.711 2.685 2.661 2.640 2.621 2.603 2.587 2.572 2.558 2.545 2.534 2.449 2.400 2.368 2.346 2.329 2.316 2.305 2.297 2.290 2.284 2.279 2.274 2.271 2.267 2.264 2.262 2.259 2.214 233.986 19.330 8.941 6.163 4.950 4.284 3.866 3.581 3.374 3.217 3.095 2.996 2.915 2.848 2.790 2.741 2.699 2.661 2.628 2.599 2.573 2.549 2.528 2.508 2.490 2.474 2.459 2.445 2.432 2.421 2.336 2.286 2.254 2.231 2.214 2.201 2.191 2.182 2.175 2.169 2.164 2.160 2.156 2.152 2.149 2.147 2.144 2.099 236.768 19.353 8.887 6.094 4.876 4.207 3.787 3.500 3.293 3.135 3.012 2.913 2.832 2.764 2.707 2.657 2.614 2.577 2.544 2.514 2.488 2.464 2.442 2.423 2.405 2.388 2.373 2.359 2.346 2.334 2.249 2.199 2.167 2.143 2.126 2.113 2.103 2.094 2.087 2.081 2.076 2.071 2.067 2.064 2.061 2.058 2.056 2.010 238.883 19.371 8.845 6.041 4.818 4.147 3.726 3.438 3.230 3.072 2.948 2.849 2.767 2.699 2.641 2.591 2.548 2.510 2.477 2.447 2.420 2.397 2.375 2.355 2.337 2.321 2.305 2.291 2.278 2.266 2.180 2.130 2.097 2.074 2.056 2.043 2.032 2.024 2.016 2.010 2.005 2.001 1.997 1.993 1.990 1.987 1.985 1.938 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |