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...
Sorry, I posted this in another group . I'm new and I made a mistake. Perhaps this is the right place to post it.I beg pardon.
I'm trying to model a reinforced ribbed floor concrete and I've found the thread801-171434: Modelling Slabs and beams in SAP2000 very useful but I haven't understood...
I'm trying to model a reinforced ribbed floor concrete and I've found the thread801-171434 very useful but I haven't understood when Stressed says "frames offset from the slab and connect them using joint constraints," . Which kind of constraints ? When we link the slab and the frames in the...