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The log file did indicate when the maximum seismic base shear value Vmax from 4.1.8.11 2) c) governs. In this case, the program showed this value as the resulting base shear V, but it does not correspond with the S value shown, or with the equation that is shown above.
Now a note is output below the Calculation of the total design base shear table noting that V is calculated using 4.1.8.11 2)c) equation, and (unless 4.1.8.11 2) c) used) has been added to the base shear equation: