dear sir, Value of Mo is found about 32 kN-m and Xbar is found greater than b'/2 and value of e is negative so Create confuse for further calculation. so let me suggest.
Thanks for this lecture ... Sir I have a question ... Sir agar (sigma minimum) means p minimum at the heal is coming negative so is it wrong ...... P max at toe is greater than soil bearing capacity but p minimum is coming negative so my design is fail or I can proceed it
Design I similar to cantilever retaining wall. Please go through my notes for counterfort. Due to time constraint I may not able to upload counterfort retaining wall.
sir gravity wall with all ranges of aspect included,. Wonderful lecture
I will be benefited by your class
Awesome
e=.24m not .25m. Great lecture. Thank you!
❤❤
Thanks lecturer
Some topics are not covered please cover everything it will help us a lot
Sure pa
sir pl explain Over Turning Moment how u get the value 190.08
what specification are you usinig?
Sir plzz shear counterfort retaining wall problems videos.
dear sir, Value of Mo is found about 32 kN-m and Xbar is found greater than b'/2 and value of e is negative so Create confuse for further calculation. so let me suggest.
Thanks for this lecture ... Sir I have a question ... Sir agar (sigma minimum) means p minimum at the heal is coming negative so is it wrong ......
P max at toe is greater than soil bearing capacity but p minimum is coming negative so my design is fail or I can proceed it
Sir please upload complete syllabus including module 2 aslo
Sure pa
@@punithn3782 sir please sir try covering module 2 atleast a rough explanation step by step with notes
My colleague uploaded the steel structures part that is module 2. Go through it.
sir pleas teaching counterfort retaining wall also sir
Design I similar to cantilever retaining wall. Please go through my notes for counterfort. Due to time constraint I may not able to upload counterfort retaining wall.
@@punithn3782 sir plz send the notes