Pad Foundation Design | Punching shear check Part 2.

[@kavoustabei5862]

This is great illustration for structural calculations. Much appreciate it.

[@noahjones6167]

I learned a lot after a few hours of watching your videos

[@backup9120]

thanks , keep it up , you really helped me

[@picajoool]

Great post but is this check code based?

[@lasanasagnia1033]

Thank you for your interesting video. Please can you clarify which code do you base these calculations of?

[@DireMint]

The table that shows up at 1:30 is table 3.8 of BS 8110-1-1997, page 28

[@parahatmuhiyev7194]

Hello. Could you share us İf Shear reinforcement requred situation?

[@Zorot99]

What if the concrete strength is more than 40 N/mm2?

[@fareslafta3980]

Give area about 20*10 what do ? With all step

[@ruipan3447]

Can anyone explain further? Shear at a=d, no shear links NOT required when shear stress