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Forces distribution in anchor group

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I am thinking two methods which can apply to your condition.

1- Uniform force method UFM , OR

2- The KISS Method , which is an acronym for “keep it simple stupid,”

Pls look LARRY S. MUIR doc. below
..

He is like a man building a house, who dug deep and laid the foundation on the rock. And when the flood arose, the stream beat vehemently against that house, and could not shake it, for it was founded on the rock..

Luke 6:48

 
 https://files.engineering.com/getfile.aspx?folder=8f1cdc0c-0a82-43dc-875a-46fce33e53e9&file=Designing_Compact_Gussets.pdf
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