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Staad...Plate "Global Moment" & Wood-Armer Method?

Staad...Plate "Global Moment" & Wood-Armer Method?

Staad...Plate "Global Moment" & Wood-Armer Method?

(OP)
Does anyone know if Staad's plate stress contours for "Global Moment" is the result of the Wood-Armer method?   

thread750-252946: Plate Element Stress - Mx/My vs Global Moment speaks of it, but doesn't specifically confirm what the "Global Moment" is.  If "Global Moment" is not the result of the Wood-Armer method, can anyone confirm what it actually represents?


 

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