Sir is that load you are applying on THE column can it resists G+1 structure load we can go ahead with sir??? please clarify me sir the way of explanation is mind blowing 😊😊🙏🙏♥️sir VERY clear n distinct explanation..
Sir is there any lecture including full design of the raft foundation , I've searched all over the youtube but couldn't find it anywhere sir please upload a video on the design of raft foundation
@@punithn3782 sir In calculation of reinforcement along longitudinal direction. For span BC portion how u got the BC max bending moment. Because If you are taking from Bending moment means both CD and BC will be same na
Sir is that load you are applying on THE column can it resists G+1 structure load we can go ahead with sir??? please clarify me sir the way of explanation is mind blowing 😊😊🙏🙏♥️sir VERY clear n distinct explanation..
Nice explanation... Which book you are using Sir?
Amazing teaching sir ❤️❤️👍👍
With neat step step procedure
I love u sir❤️❤️
welcome pa
Sir can I get ur number
Sir is there any lecture including full design of the raft foundation , I've searched all over the youtube but couldn't find it anywhere sir please upload a video on the design of raft foundation
Sir
In reinforcement along longitudinal direction
Ast is 345.27
Wat shld be done further
Sir what will happen if 2nd column is circular. In one qstn paper it came like that?
if column is is circular also, follow the same proceedure. because footing will be rectangular.
Why didn't you checked for one-way shear sir ?
You can do both one way shear and two way shear check.
If one way check fails means you need to increase depth and redesign.
Better to do both checks.
Sir please start steel designing ie truss n gantry girder we have internal
2 more class required to complete slab type combined footing. After that I will start with steel structures.
Please start the steel structures design sir
Sure I will do detailing part
Sir in two way shear check for second coloumn the nominal shear stress is more than permissible shear stress.... What to do in this case
actually its need to be redesigned by increasing the depth.
@@mitmysorecivil9178 thank you sir🙏🏻
Everyday we check for your new videos but you aren't uploading
Today I will be uploading pa
Sir calculation of area of critical section how you got 400 by 2
Just go with the video again. I have explained. Still have doubts means you can contact me.
@@punithn3782 yes i understood sir
@@punithn3782 sir In calculation of reinforcement along longitudinal direction. For span BC portion how u got the BC max bending moment. Because If you are taking from Bending moment means both CD and BC will be same na