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## Main Question or Discussion Point

Hello,

I was wondering, is there a preference for when to use either of these methods for solving statically indeterminate structures, or are both equally viable in all situations?

Also, when using these how does one know where to ''cut'' the sections up to find the internal forces?

Thank you

I was wondering, is there a preference for when to use either of these methods for solving statically indeterminate structures, or are both equally viable in all situations?

Also, when using these how does one know where to ''cut'' the sections up to find the internal forces?

Thank you

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