Appreciate your analysis sir.I have done both 1 & 2 scenarios . 1st one was when depths of hard starta was at 2.8m and footing was for @18. Floor. In which back filling and plinth beam concrete drag timeline. 2nd one was in Urbana area where material stacking and risks of thief was high but back filling and stud , column and plinth beam was smooth executed.
Thanks Tom, always insightful.
Great, thanks for the kind words David
Appreciate your analysis sir.I have done both 1 & 2 scenarios .
1st one was when depths of hard starta was at 2.8m and footing was for @18. Floor.
In which back filling and plinth beam concrete drag timeline.
2nd one was in Urbana area where material stacking and risks of thief was high but back filling and stud , column and plinth beam was smooth executed.
Great!!!
very useful.
Glad it was helpful!
Great to see you. Very helpful.
Thank you!
Learned more off UA-cam channel in 1 week then 4 years in school
Nice, thanks Will you made my day!