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Ok. Thank you very much.

Okay thanks. Sorry I didn't draw it properly. Simply put, I will continue my vertical bars from lower wall to a lap length over slab and lapped with upper wall reo and then provide 'L' bars from either lower or upper walls and cog into slab. My main question here is, this kind of details is...

Thank you r13. Hi Agent666, can you please tell me the reason behind it? Sorry but I dont get what this mean. Can you please elaborate?

How can flat slabs remain uncracked especially in the vicinity of supports?

For the EW wall, won't the use of angle introduce the load transferred to walls? What connection do you recommend then? especially for lateral concern.

Say I have one-way bondek slab connection to a core wall, which is the only lateral resisting system as below. I am wondering what is the recommended connection for bondek to wall? If I use the left one then the EW walls (in red) will not connect to the bondek as it is one way, is it okay for...

Hi, I am asking for advise on connection between new steel beam to existing brick wall. The builder wants to remain the existing the wall but create openings with steel beam on top. The light weight roof will be be demolished and replaced with 180mm thick RC slab. I am going to connect the slab...