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Allowable Bending Stresses for Non-Compact Web Sections per AISC 9th edition

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Equation F1-5 of AISC 9th edition specifies for non-compact web sections that Fbz = 60%Fy

Equation F2-2 of AISC 9th edition specifies for non-compact web sections that Fby = 60%Fy

However, STAAD PRO version 20.07.10.65 is reporting for Non-Compact Web Sections that Fbz = 66%Fy and Fby = 75%Fy

Can someone provide a clarification?


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