mats12
Geotechnical
- Dec 17, 2016
- 181
I have a situation where a concrete column from an upper floor is directly on a concrete slab above basement. Column is pretty heavily loaded since it supports a beam on upper floor. I design some beams (marked yellow in image bellow) that are partly integrated in the slab above basement so the column lies on beams. Is that OK? Vertical loads from column can be taken by a beam, but what about bending moments from column to the slab? can I take into account that slab can take them? Any advice here or better solution?
Sadly I cant make another column in the basement bellow a column. So what do you think?
Sadly I cant make another column in the basement bellow a column. So what do you think?

