First.....check if your slab type is selected accurately. That will determine the coefficient that will operate on it. Second. If u are using finite element, cases are that you will have lower moment in the sense that finite element method accurately models the slab decomposition as possible compare to that of yield line. However, ur meshing plays important role to get the desired result. So finer mesh gets you closer to that. So changing the plate size to lower values might help.
This is awesome.
Good afternoon Sir. Pls
Why do I get lower moment when I mesh the floors during analysis?
First.....check if your slab type is selected accurately. That will determine the coefficient that will operate on it.
Second. If u are using finite element, cases are that you will have lower moment in the sense that finite element method accurately models the slab decomposition as possible compare to that of yield line. However, ur meshing plays important role to get the desired result. So finer mesh gets you closer to that. So changing the plate size to lower values might help.