- #1
chrissimpson
- 11
- 0
Hi there
Just a quick question; when I'm calculating moments in a cantilever beam (in my case a quarter circular one), is there any reason (apart from my own ineptitude) why I shouldn't be able to make the cut and FBD starting from the fixed end?
I get different answers when I make the cut at one end compared to the other.
Thanks very much for your help!
Chris
Just a quick question; when I'm calculating moments in a cantilever beam (in my case a quarter circular one), is there any reason (apart from my own ineptitude) why I shouldn't be able to make the cut and FBD starting from the fixed end?
I get different answers when I make the cut at one end compared to the other.
Thanks very much for your help!
Chris