Hi everyone. This question might seem stupid but I am still not very sure. Lets say I have two steel columns running in Y direction simply supporting a steel beam , which supports timber floor joist in X direction. Can I assume the steel columns are restrained in both Y and X direction or just Y...
Hello all, I need your help regarding this.
I have seen many plans that consider axial forces (dead and live) only when evaluating transferred loads to the PT slab, ignoring the bending moments from the transferred elements. I wonder if this is the normal practice? How can you make the concrete...
