What is the correct location of bottom steel if we have an upstand beam on slab? Most of the time the steel runs through in slab so shal we run it over the top of bottom steel of beam or below the bottom steel of beam?
Remeber the cover is usually change in beam and slab. In slab we usually we have 0.75 in cover and in beam we have min 1 in cover.
What do you guys say about it?