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The program was not properly implementing the asterisked note to Table 5.31.C that calls for and adjustment in fb and E values for design for beams and stringers loaded on the wider face, when b > d. It was applying the factor to the y-axis only regardless of which face is the wide face, and the factor was not being shown in the table of factors in the additional output. This has been corrected
Note 1 of Table 5.31.C defines “beams and stringers”. The adjustment is dependent on the member grade.