Case 10420: T = 2.49; H b = 0.37; X b = 90.64; h b = 0.40; H /L - 0.008: 

 h toe = 0.57; X toe = 90.13; h c = 0.26; X c = 91.40; 

 h t = 0.50; X t = 91.63; ft = 10; £ 3 = 40. 



H 



X 



h 



1 



0.26 



30.00 



1.26 



-0.004 



0.31 



85.50 



0.71 



-0.006 



0.37 



89.50 



0.59 



-0.007 



0.42 



90.70 



0.38 



-0.010 



0.20 



92.50 



0.47 



-0.001 



0.19 



94.50 



0.44 



0.005 



0.19 



97.00 



0.34 



0.012 



0.10 



100.00 



0.24 



0.022 



Case 10430: T = 2.49; H b = 0.38; X b = 90.63; h b = 0.52; H /L = 0.008; 



= 0.55 



; X toe = 90. 



63; h c = 



0.26; X c = 91.42; 



0.50; 



X t = 91.65: 



; Pi = 15 



; £3 - 40. 



H 



X 



h 



V 



0.27 



30.00 



1.26 



-0.006 



0.32 



85.50 



0.71 



-0.007 



0.31 



89.50 



0.58 



-0.007 



0.43 



90.90 



0.39 



-0.008 



0.17 



92.50 



0.47 



0.000 



0.19 



94.50 



0.44 



0.003 



0.18 



97.00 



0.34 



0.013 



0.11 



100.00 



0.24 



0.023 



PLANE SLOPE MONOCHROMATIC TESTS 



0.092; 



Case 2000: 



T = 1.02; 



H b = 0. 



40; 



X b = 86. 



,53; 



h b ■ 



= 0.67; 



H D /L 



m = 0.033 



















H 



X 



h 





V 











0.45 



30.00 



1.26 





0.000 











0.42 



83.00 



0.80 





-0.004 











0.43 



84.50 



0.75 





-0.004 











0.44 



86.65 



0.66 





-0.006 











0.27 



90.00 



0.57 





-0.008 











0.19 



93.00 



0.46 





0.006 











0.15 



96.00 



0.38 





0.021 











0.15 



100.00 



0.24 





0.027 











C33 



