section cuts
section cuts
(OP)
Hello to everybody over there,
do you know where to read something about "section cuts".
I have this problem: I have a slab over a beam and shearing some nodes between them. If I use a "section cut" the resultant moment in the section cuts is the sum of the moment of the slab and the beam?
Thank you in advance for your help.
Aliante
do you know where to read something about "section cuts".
I have this problem: I have a slab over a beam and shearing some nodes between them. If I use a "section cut" the resultant moment in the section cuts is the sum of the moment of the slab and the beam?
Thank you in advance for your help.
Aliante





RE: section cuts
RE: section cuts
thank you for your explanations. I've learnt two things I didn't know.
So you mean tha when I leave everything checked the moment is the sum of what each element absorb or partecipate?
Thank you very much in advance for you help.
Best wishes,
Aliante from Italy