Great video! Very interesting. Very relevant as well considering the recent Miami collapse.

EXCELLENT ! Why dont you make more !

Thank you for this detailed explanation!

Thanks for that explanation it was very helpful

You are amazing!!!!! keep at it, i learned so much :)

Thanks! The information really helped

Excellent !

very good explanation. I'm working on a high rise where we are using stud rails at every column to strengthen load value

Very very thank you Plz make more vedio (❤ from india)

Gracias !!!

thanku for your information

Very good

thanks, what about the perimeter d\2 from the column face?

Hi very informative. Can u please share a one more vedio showing punching shear check for group of piles in prokon software.

Can you please confirm, the minimum distance of a column from the slab edge, so that it can be considered as an interior column (two way punching) while checking punching. it might be in terms of slab depth or column size.. basically need an idea to decide as per a column location if it is to be designed as edge column or interior column if column not exactly at an edge of a slab but at some distance from an edge. Thanks!!

Here because the Champlain tower collapse

My parents parked there when I was a kid.