Analyzing a beam with distributed loads and reactions applied on it. I need help with the shear diagram and moment diagram.
@ybarrap
I have calculated the reactions, but I am not sure where to start, was thinking starting at the right side
@paki
the attachment is the question with the beam I am analyzing
Let me show you my reactions I calculated at B and E. E has two reactions one in x and one in y, but x=0
Are my reactions fine?
I've got one more attachment with some lecture notes and homework problems I had done already. The tricky thing about this problem is the reaction is in the middle or almost in the middle of the distributed load
I know the shear diagram starting from left (point E) is going to be constant because the load on the beam is zero.
reactions are rite... you can start for shear force and bending moment from any side...
what side would you recommend? Left or right? I was thinking right side. So costant shear from the right until we meet point C.
agree
well I will roll with that and return in a little bit. I will show you later what I have come up with. Thanks
pleasure...
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