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741 Areas Under the Standard Normal Curve-The Values Were Generated Using the Standard Normal Distribution Function of Excel (Continued) TABLE 19.11 z z z z z z 2.24 2.43 O.4925 2.62 0.4956 2.81 04975 286F0 3.19 04993 3.38 966 F0 2.25 0.4878 2.44 0.4927 2.63 0.4957 2.82 0.4976 3.01 0.4987 3.2 0.4993 3.39 2660 2.26 0.4881 2.45 2.64 2.83 656'0 0,4977 3.02 0.4987 3.21 3.4 L660 2.27 04 884 2.46 2.65 2.84 0960 LL6V0 3.03 886V0 3.22 0.4994 3.41 266 V0 2.28 0.4887 2.47 0.4932 2.85 0.4978 3.04 0.4988 3.23 0.4994 3.42 0.4997 99'7 1960 2.29 0680 2.48 0.4934 2.67 0.4962 2.86 0.4979 3.05 0.4989 3.24 0.4994 3.43 Z660 2.3 04893 04936 2.68 0.4963 2.87 3.06 6860 3.25 3.44 266 0 2.31 2.5 968t0 0.4938 0.4964 2.88 0.4980 0.4989 3.26 0.4994 3.45 69'7 2660 2.32 0.4898 2.51 0.4940 2.7 S96'0 2.89 0.4981 3.08 3.27 0660 S66'0 3.46 2660 2.33 2.52 0.4941 2.71 9960 2.9 0660 3.28 04995 3.47 106V0 18640 60°E 266 V0 2.34 06'0 2.53 0.4943 2.72 296'0 2.91 0.4982 3.1 066'0 3.29 0.4995 3.48 0.4997 2.35 906'0 2.54 0.4945 2.73 0.4968 2.92 0.4982 3.11 166'0 3.3 S66'0 3.49 866'0 2.36 2.55 6060 04946 2.74 2.93 6960 04983 3.12 3.31 S66F0 3.5 166F0 866 V0 2.37 2.56 0.4948 2.75 0.4970 2.94 860 3.13 3.32 0.4995 3.51 166'0 866'0 2.38 0.4913 2.57 2.76 0.4971 2.95 0.4984 3.14 0.4992 966'0 3.52 EE'E 866'0 S86 40 3.16 2.39 2.58 2.77 0.4972 3.15 0.4992 3.34 96640 3.53 9160 96'Z 866 F0 2.4 0.4918 2.59 0.4952 2.78 0.4973 2.97 0.4 985 0.4992 3.35 0.4996 ... 2.41 0.4920 2.6 0.4953 2.79 0.4974 2.98 0.4986 3.17 0.4992 966'0 2.42 04922 2.61 0.4955 2.8 0.4974 986 F0 3.18 0.4993 3.37 66'7 9660 6'E 000s'0

741 Areas Under the Standard Normal Curve-The Values Were Generated Using the Standard Normal Distribution Function of Excel (Continued) TABLE 19.11 z z z z z z 2.24 2.43 O.4925 2.62 0.4956 2.81 04975 286F0 3.19 04993 3.38 966 F0 2.25 0.4878 2.44 0.4927 2.63 0.4957 2.82 0.4976 3.01 0.4987 3.2 0.4993 3.39 2660 2.26 0.4881 2.45 2.64 2.83 656'0 0,4977 3.02 0.4987 3.21 3.4 L660 2.27 04 884 2.46 2.65 2.84 0960 LL6V0 3.03 886V0 3.22 0.4994 3.41 266 V0 2.28 0.4887 2.47 0.4932 2.85 0.4978 3.04 0.4988 3.23 0.4994 3.42 0.4997 99'7 1960 2.29 0680 2.48 0.4934 2.67 0.4962 2.86 0.4979 3.05 0.4989 3.24 0.4994 3.43 Z660 2.3 04893 04936 2.68 0.4963 2.87 3.06 6860 3.25 3.44 266 0 2.31 2.5 968t0 0.4938 0.4964 2.88 0.4980 0.4989 3.26 0.4994 3.45 69'7 2660 2.32 0.4898 2.51 0.4940 2.7 S96'0 2.89 0.4981 3.08 3.27 0660 S66'0 3.46 2660 2.33 2.52 0.4941 2.71 9960 2.9 0660 3.28 04995 3.47 106V0 18640 60°E 266 V0 2.34 06'0 2.53 0.4943 2.72 296'0 2.91 0.4982 3.1 066'0 3.29 0.4995 3.48 0.4997 2.35 906'0 2.54 0.4945 2.73 0.4968 2.92 0.4982 3.11 166'0 3.3 S66'0 3.49 866'0 2.36 2.55 6060 04946 2.74 2.93 6960 04983 3.12 3.31 S66F0 3.5 166F0 866 V0 2.37 2.56 0.4948 2.75 0.4970 2.94 860 3.13 3.32 0.4995 3.51 166'0 866'0 2.38 0.4913 2.57 2.76 0.4971 2.95 0.4984 3.14 0.4992 966'0 3.52 EE'E 866'0 S86 40 3.16 2.39 2.58 2.77 0.4972 3.15 0.4992 3.34 96640 3.53 9160 96'Z 866 F0 2.4 0.4918 2.59 0.4952 2.78 0.4973 2.97 0.4 985 0.4992 3.35 0.4996 ... 2.41 0.4920 2.6 0.4953 2.79 0.4974 2.98 0.4986 3.17 0.4992 966'0 2.42 04922 2.61 0.4955 2.8 0.4974 986 F0 3.18 0.4993 3.37 66'7 9660 6'E 000s'0

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Assuming a standard normal distribution ( Table 19.11 ), what percentage of the data falls between −1.5 s to 1.5 s?

741 Areas Under the Standard Normal Curve-The Values Were Generated Using the Standard Normal Distribution Function of Excel (Continued) TABLE 19.11 z z z z z z 2.24 2.43 O.4925 2.62 0.4956 2.81 04975 286F0 3.19 04993 3.38 966 F0 2.25 0.4878 2.44 0.4927 2.63 0.4957 2.82 0.4976 3.01 0.4987 3.2 0.4993 3.39 2660 2.26 0.4881 2.45 2.64 2.83 656'0 0,4977 3.02 0.4987 3.21 3.4 L660 2.27 04 884 2.46 2.65 2.84 0960 LL6V0 3.03 886V0 3.22 0.4994 3.41 266 V0 2.28 0.4887 2.47 0.4932 2.85 0.4978 3.04 0.4988 3.23 0.4994 3.42 0.4997 99'7 1960 2.29 0680 2.48 0.4934 2.67 0.4962 2.86 0.4979 3.05 0.4989 3.24 0.4994 3.43 Z660 2.3 04893 04936 2.68 0.4963 2.87 3.06 6860 3.25 3.44 266 0 2.31 2.5 968t0 0.4938 0.4964 2.88 0.4980 0.4989 3.26 0.4994 3.45 69'7 2660 2.32 0.4898 2.51 0.4940 2.7 S96'0 2.89 0.4981 3.08 3.27 0660 S66'0 3.46 2660 2.33 2.52 0.4941 2.71 9960 2.9 0660 3.28 04995 3.47 106V0 18640 60°E 266 V0 2.34 06'0 2.53 0.4943 2.72 296'0 2.91 0.4982 3.1 066'0 3.29 0.4995 3.48 0.4997 2.35 906'0 2.54 0.4945 2.73 0.4968 2.92 0.4982 3.11 166'0 3.3 S66'0 3.49 866'0 2.36 2.55 6060 04946 2.74 2.93 6960 04983 3.12 3.31 S66F0 3.5 166F0 866 V0 2.37 2.56 0.4948 2.75 0.4970 2.94 860 3.13 3.32 0.4995 3.51 166'0 866'0 2.38 0.4913 2.57 2.76 0.4971 2.95 0.4984 3.14 0.4992 966'0 3.52 EE'E 866'0 S86 40 3.16 2.39 2.58 2.77 0.4972 3.15 0.4992 3.34 96640 3.53 9160 96'Z 866 F0 2.4 0.4918 2.59 0.4952 2.78 0.4973 2.97 0.4 985 0.4992 3.35 0.4996 ... 2.41 0.4920 2.6 0.4953 2.79 0.4974 2.98 0.4986 3.17 0.4992 966'0 2.42 04922 2.61 0.4955 2.8 0.4974 986 F0 3.18 0.4993 3.37 66'7 9660 6'E 000s'0
Transcribed Image Text:741 Areas Under the Standard Normal Curve-The Values Were Generated Using the Standard Normal Distribution Function of Excel (Continued) TABLE 19.11 z z z z z z 2.24 2.43 O.4925 2.62 0.4956 2.81 04975 286F0 3.19 04993 3.38 966 F0 2.25 0.4878 2.44 0.4927 2.63 0.4957 2.82 0.4976 3.01 0.4987 3.2 0.4993 3.39 2660 2.26 0.4881 2.45 2.64 2.83 656'0 0,4977 3.02 0.4987 3.21 3.4 L660 2.27 04 884 2.46 2.65 2.84 0960 LL6V0 3.03 886V0 3.22 0.4994 3.41 266 V0 2.28 0.4887 2.47 0.4932 2.85 0.4978 3.04 0.4988 3.23 0.4994 3.42 0.4997 99'7 1960 2.29 0680 2.48 0.4934 2.67 0.4962 2.86 0.4979 3.05 0.4989 3.24 0.4994 3.43 Z660 2.3 04893 04936 2.68 0.4963 2.87 3.06 6860 3.25 3.44 266 0 2.31 2.5 968t0 0.4938 0.4964 2.88 0.4980 0.4989 3.26 0.4994 3.45 69'7 2660 2.32 0.4898 2.51 0.4940 2.7 S96'0 2.89 0.4981 3.08 3.27 0660 S66'0 3.46 2660 2.33 2.52 0.4941 2.71 9960 2.9 0660 3.28 04995 3.47 106V0 18640 60°E 266 V0 2.34 06'0 2.53 0.4943 2.72 296'0 2.91 0.4982 3.1 066'0 3.29 0.4995 3.48 0.4997 2.35 906'0 2.54 0.4945 2.73 0.4968 2.92 0.4982 3.11 166'0 3.3 S66'0 3.49 866'0 2.36 2.55 6060 04946 2.74 2.93 6960 04983 3.12 3.31 S66F0 3.5 166F0 866 V0 2.37 2.56 0.4948 2.75 0.4970 2.94 860 3.13 3.32 0.4995 3.51 166'0 866'0 2.38 0.4913 2.57 2.76 0.4971 2.95 0.4984 3.14 0.4992 966'0 3.52 EE'E 866'0 S86 40 3.16 2.39 2.58 2.77 0.4972 3.15 0.4992 3.34 96640 3.53 9160 96'Z 866 F0 2.4 0.4918 2.59 0.4952 2.78 0.4973 2.97 0.4 985 0.4992 3.35 0.4996 ... 2.41 0.4920 2.6 0.4953 2.79 0.4974 2.98 0.4986 3.17 0.4992 966'0 2.42 04922 2.61 0.4955 2.8 0.4974 986 F0 3.18 0.4993 3.37 66'7 9660 6'E 000s'0
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