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Thank you. Just one more question. Why isolation joints are required for columns around slab. Why can't we do the right one for column as well?

Just strip footings. Walls can be either concrete or CMU Can you please brief me about how to design this haunch? In fact, I don't know why haunch is required here, what if it is just a sudden change in slab depth as shown below? As you mentioned it will behave like a continuous slab. So...

Thank you for your response. I have seen the LHS one a lot more. The RHS is really rare for me. I thought it was because to the LHS one can separates walls from slabs and thus avoid heavy line load being applied to the slabs, causing different settlements in slab and maybe avoid cracking (I am...

Hi fellows. I have seen the left one being used most of time. I want to know if or when I can use the right hand side one and why? Thank you.