pbair
Structural
- Sep 7, 2011
- 1
Does anyone know if Staad's plate stress contours for "Global Moment" is the result of the Wood-Armer method?
thread750-252946 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 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?