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Preliminary sizing as per CAN/CSA-16-01

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My question is regarding preliminary sizing of the beam-column as per CAN/CSA-16-01.
In the Canadian Handbook of Steel Construction, in the table 4-4, different values of  Cf /# Cy (ratio) are given for different classes (1 to 3). For selection of columns, this ratio should be equal to 1.0. For beams ( no axial compression) this ratio should be minimum. For beam-column element again this ratio should approach to 1.0. Am I correct ?
Please help.
Thanks in advance,

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