- #1
aerograce
- 64
- 1
I am always wondering, when we are analysing beam structure where many externally applied moments are added on, why we can sum up all the externally applied moments and write equilibrium equations according to that. Because these moments are actually along different axes. Is it because in analysing process, we treat all moments as couples? If that is the case, then in real life, is our analysing method inaccurate?