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element-story shear ratio at UBC 1997

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Dear friends:

how to obtain r max factor (maximum element-story shear ratio) appearing on UBC Code, Chapter 16, Division IV, Section 1630.1.1e ?

In my earlier message I forgot to say that I'm trying to analyze the following structure:

3 bays (10 meters each) x 3 bays (10 meters each) x 4 levels (2.5 meters
each)
Qfloors = 800 Kgforce per square meter
Qroof = 500 Kgforce per square meter
Profile Type SB
Seismic Zone 3
Special Moment Resisting Frame (Concrete)

Thanks again,

Leopoldo Sanz Bocaranda