Excuse me sir , can you show me a little bit about , fs=73.81kN/m^2 or fs = 98.41kN/m^2 , I'm not sure , how can I choose one to calculate sir ?if I see you calculate on f=f1+f2 = 73.81 kn/m^2 . And you write on fs to show (Qu) , you write fs = 98.41 kn/m^2 . Can you show me a little bit , I didn't understand this here sir. Thanks sir ❤
If the top of the pile is below 1m from ground level then from which should I calculate Lc's value. I mean Lc is from ground level or from top of the pile? TIA
there is some correction i think so bcoz value are different for F1 and F2 then the surface area will also be different for both as the F1 is limited to critical depth and F2 will be acting for the remaining length of pile
Determination of ultimate load bearing capacity of pile was not correct. It should be as below: Qult= Qp + Qs Qult = 108×48×0.125 + 24.60×3.14×0.40×6.0 + 49.21×3.14×0.40×6.0 Qult = 1204.2316 KN Qs = 1204.2316/2 Qs = 602.11 KN
Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake.. We extremely need your help...🙏🙏🙏🙂
you made a mistake by considering the skin friction as the summation of f1 plus f2. each one should be multiplied by 6. you multiplied the summation by 12m length of pile .
Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake.. We extremely need your help...🙏🙏🙏🙂
Sir aapka Dil se bahut bahut dhanyawad...🙂🙏🙏🙏🙏🙂
Very very clear explanation my all doubts us cleared
Thanks. Thanks thanks
Thanks a lot for making this ❤️🎉 please post more like this
Excuse me sir , can you show me a little bit about , fs=73.81kN/m^2 or fs = 98.41kN/m^2 , I'm not sure , how can I choose one to calculate sir ?if I see you calculate on f=f1+f2 = 73.81 kn/m^2 . And you write on fs to show (Qu) , you write fs = 98.41 kn/m^2 . Can you show me a little bit , I didn't understand this here sir. Thanks sir ❤
One doubt sir ..at 06.05 mins Nq=48 how did you took the value just below the 50.. it's standard value ?
If the top of the pile is below 1m from ground level then from which should I calculate Lc's value. I mean Lc is from ground level or from top of the pile?
TIA
Sir the value of fs is 73.81 but u have put 98.3 in final formula of Qu ?
Yeah I remember that. I made mistake while copy pasting the value. Please take 73.81
Super explaination sir tqs so much sir 👍👍
there is some correction i think so bcoz value are different for F1 and F2 then the surface area will also be different for both as the F1 is limited to critical depth and F2 will be acting for the remaining length of pile
Yes bro you are right 🤟
Thankyou so much sir for this awesome lecture
What if the diameter is more than 1 meter.
how to determine the value of k = 1, s = 0.7 f and the ref for Lc = 15 D, please, thanks
Given in que
Lc = 15D use for loose soil
Lc = 20D use for dense soil
Determination of ultimate load bearing capacity of pile was not correct. It should be as below:
Qult= Qp + Qs
Qult = 108×48×0.125 + 24.60×3.14×0.40×6.0 + 49.21×3.14×0.40×6.0
Qult = 1204.2316 KN
Qs = 1204.2316/2
Qs = 602.11 KN
also got Qu=1209,589
Sir plz make video continuation of clay sir
Sir na is 48 how
Sir thanks a lot it helps me alot❤️❤️❤️ plz sir i need a vedio of pile load capicity in clay soils
Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake..
We extremely need your help...🙏🙏🙏🙂
great man 👍
Hi sir do you have any social media?
Hi. I have but it's mostly for personal stuff nothing for channel
Hi i have contacted you via email for work purposes I will appreciate it if you can help thanks @@CuriousCivilEngineer
Excellent presentation. Could you please erase the red marks after you have finished your commentary! Thank you !!!
Yeah I forget to do that. But you can download the pdf notes of all videos in discription.
you made a mistake by considering the skin friction as the summation of f1 plus f2. each one should be multiplied by 6. you multiplied the summation by 12m length of pile .
does f2 should multiplied by 9.0, the remaining depth?
Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake..
We extremely need your help...🙏🙏🙏🙂