How did you make such video which software is you guys using
@dexteranislag126612 күн бұрын
What if the diameter is more than 1 meter.
@nikilthomas1015 күн бұрын
Brilliant
@princeshivu970717 күн бұрын
By seeing your video i got failed
@CuriousCivilEngineer17 күн бұрын
Sorry that you failed but I never claimed that my videos will help you pass. It's just few videos on topics my students needed
@abhimanyukumar265319 күн бұрын
where is the 2nd video
@khushalsinghrathore5074Ай бұрын
leval te mere yarr te 🥳🥳
@pritilekhasarkar6914Ай бұрын
Sir why are u taking As formula alag ??
@jan-st6gqАй бұрын
Good explanation,thanks
@asquire9955Ай бұрын
sir, can you please explain how to calculate horizontal plane's bending moment when force is applied to gears mounted on the shaft? 🙏🙏
@getahunzelle5973Ай бұрын
A square precast concrete pile of sides 0.4 m is to be driven 12 m into the soil strata shown in Figure. Estimate the allowable load capacity for a factor of safety of 2. Owing to changes in design requirements, the pile must support 20% more load. Determine the additional embedment depth required. 4 m Clay s_{u} = 16kPa gamma sutt = 18kN / (m ^ 3) , OCR = 1.2 phi_{alpha}' = 24 deg s_{u} = 80kPa OCR = 9 gamma sar =18.5 kN/m^ 3 , phi ox ^ prime =25^ 6 m Deep s_{u} = 90kPa gamma sar =18.5 kN/m^ 3 , OCR = 16 phi ot ^ prime =25^
@user-sy2ge4hc7oАй бұрын
How you calculate second equilibrium condition
@ChikpahMoses2 ай бұрын
Absolutely great work done Thanks
@Rebecca-rd4qc2 ай бұрын
Ty Sir, you explain it very well yet simple . ❤
@ashikhasan49942 ай бұрын
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
@ammarali93952 ай бұрын
Very Clear and understandable, thanks a lot. keep going
@KHAN-tc4wf2 ай бұрын
the lecture is very clear! thanks in advance
@Anubis_YT2 ай бұрын
Great video thanks. One thing that tripped me up - when calculating your radial time factor using the (Cr * t)/ (2R)^2 formula you have to divide the end product by 100
@sameergurav22383 ай бұрын
Ntg in description
@sameergurav22383 ай бұрын
Bro Your voice like Sachin Tendulkar 🤪😅 By the way... thankyou for this explanation video 💗
@bensu24243 ай бұрын
If the number c is not zero, how can the same problem be solved?
@Jinkismita452 ай бұрын
Same question
@Er.UmarRehman3 ай бұрын
❤❤❤
@KawooyaPhillip-wc2wp3 ай бұрын
Thanks Ssebo
@mye-mail30983 ай бұрын
Thanks
@mye-mail30983 ай бұрын
Thank you so much ❤❤❤
@TakashiKovach3 ай бұрын
if we wanna read the text then book is good, we came on youtube to understand, but you just read text. where is explanation?? i dont wanan chatur. i wanna rancho
@Zimbacivil3 ай бұрын
Nice explain❤
@molefekamogelo3 ай бұрын
This was so helpful thank you so much 😭😭😭😭
@takatsopholafudi92784 ай бұрын
Thank you so much you explained everything so clear ❤️ God bless you .just earned a new subscriber
@badalsai53974 ай бұрын
Super explaination sir tqs so much sir 👍👍
@brandonnyamadzawo14524 ай бұрын
Guys motora ma drugs here imimi
@nurulislamemil54064 ай бұрын
thank you so much from Bangladesh. It was a really nice explanation. 🇧🇩
@LadyEng534 ай бұрын
Please explain how to add the zero correction. Do you simply extrapolate the line to the zero mark?
@user-ht7jm2lq8b4 ай бұрын
thank you
@hikikomorihachiman74914 ай бұрын
The explanation through the images were so good. Thank you very much.
@CuriousCivilEngineer4 ай бұрын
Glad I could help
@idandrukman72984 ай бұрын
thank u so much
@RychleTube4 ай бұрын
Thank you sir, the best video on this topic on youtube 👏
@ayubpatel485 ай бұрын
Sir where is part 4
@Aravind_455 ай бұрын
all my doubt were clarified here grateful
@amirulhasan89376 ай бұрын
that is the single video i found , which is i searching since long time . Thank you so much for explaining the SFD & BMD in a very easy way, Great Explaination.❤
@muhammadshehzad81446 ай бұрын
sir sigma avg is not correct. you have calculate the wrong
@aldrinfauzan54026 ай бұрын
Hi this video is very helpful thank you. Love it !! ❤ I wanna ask, is there any difference between cohesion from direct shear compared to cohession from triaxial test within the same sample ?
@CuriousCivilEngineer6 ай бұрын
Thank you! Ideally there should be no difference but if we change the type of instruments some difference might come
@pranav717dey6 ай бұрын
Best video on KZbin
@uniqueindian2176 ай бұрын
V informative video buddy 😎
@Dr.Fahmi.GEOtExcel6 ай бұрын
Great educational lecture.
@Dr.Fahmi.GEOtExcel6 ай бұрын
Great lecture.
@hanan._.1477 ай бұрын
Please add Arabic language translation
@ramessh1007 ай бұрын
A same quation came on may23 sem😮
@CuriousCivilEngineer7 ай бұрын
They must have changed values?
@rusnandardariah34037 ай бұрын
how to determine the value of k = 1, s = 0.7 f and the ref for Lc = 15 D, please, thanks
@deadshot40083 ай бұрын
Given in que
@deadshot40083 ай бұрын
Lc = 15D use for loose soil Lc = 20D use for dense soil