- #1
Wilson123
- 58
- 2
Hi,
Really need some help with figuring out the max bending moment in the diagram shown below (I'm aware this is extremely simple but time and stress appear to have the better of me, so any help is appreciated)
I think I've worked out the reactions at each support by doing m=wL as the following
0.785 x 0.08 = 0.63
0.785 x 0.28 = 0.22
I'm also aware that I could be completely wrong with what I've just put above.
SOS
Really need some help with figuring out the max bending moment in the diagram shown below (I'm aware this is extremely simple but time and stress appear to have the better of me, so any help is appreciated)
I think I've worked out the reactions at each support by doing m=wL as the following
0.785 x 0.08 = 0.63
0.785 x 0.28 = 0.22
I'm also aware that I could be completely wrong with what I've just put above.
SOS