ugoveri
Structural
- Feb 6, 2003
- 13
When drawing section cuts for example aplied to a slab, something that at first case seemed to solve the problem of slabs, it was quite a desillusion, since the diagrams shows with the right shape, but you only have access to the integration of the total forces on the left and right sides of the section cut.
Isn't there a way of showing the same diagram, like if it was a beam, in which you could get points along that line?
As far as I've seen section cuts only integrate forces, so it doesn't make it easy to get the combined mx = mxx + |mxy| or my = myy + |mxy| moments and or other forces.
I always wondered why don't they put that option on SAP2000. It's because they have to justify SAFE?
Isn't there a way of showing the same diagram, like if it was a beam, in which you could get points along that line?
As far as I've seen section cuts only integrate forces, so it doesn't make it easy to get the combined mx = mxx + |mxy| or my = myy + |mxy| moments and or other forces.
I always wondered why don't they put that option on SAP2000. It's because they have to justify SAFE?