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About the coefficient α in load contour method calculating biaxial bending of reinforced column

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In the help document of STAAD.PRO, I got this information:

Yet in STAAD FOUNDATION, the value of α is different from the above while calculating the pedestal of an isolated foundation:

I'm confused why the two values of α are not taken the same. And in which code can I find this value?

Any response is appreciated. Thanks!


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