Hey guys. I want to make a simiiar detailiing, however I'm confused about what do do in order to have this consideration right:
My slab shall be supported by the beam so my slab calculation would be right. What to do with the reinforcemenet in order to have such a consideration?
My slab shall be supported by the beam so my slab calculation would be right. What to do with the reinforcemenet in order to have such a consideration?