aliante
Civil/Environmental
- Dec 24, 2007
- 9
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