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?
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?




