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How did you make such video which software is you guys using

What if the diameter is more than 1 meter.

Brilliant

By seeing your video i got failed

where is the 2nd video

leval te mere yarr te 🥳🥳

Sir why are u taking As formula alag ??

Good explanation,thanks

sir, can you please explain how to calculate horizontal plane's bending moment when force is applied to gears mounted on the shaft? 🙏🙏

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^

How you calculate second equilibrium condition

Absolutely great work done Thanks

Ty Sir, you explain it very well yet simple . ❤

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

Very Clear and understandable, thanks a lot. keep going

the lecture is very clear! thanks in advance

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

Ntg in description

Bro Your voice like Sachin Tendulkar 🤪😅 By the way... thankyou for this explanation video 💗

If the number c is not zero, how can the same problem be solved?

❤❤❤

Thanks Ssebo

Thanks

Thank you so much ❤❤❤

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

Nice explain❤

This was so helpful thank you so much 😭😭😭😭

Thank you so much you explained everything so clear ❤️ God bless you .just earned a new subscriber

Super explaination sir tqs so much sir 👍👍

Guys motora ma drugs here imimi

thank you so much from Bangladesh. It was a really nice explanation. 🇧🇩

Please explain how to add the zero correction. Do you simply extrapolate the line to the zero mark?

thank you

The explanation through the images were so good. Thank you very much.

thank u so much

Thank you sir, the best video on this topic on youtube 👏

Sir where is part 4

all my doubt were clarified here grateful

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.❤

sir sigma avg is not correct. you have calculate the wrong

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 ?

Best video on RUclips

V informative video buddy 😎

Great educational lecture.

Great lecture.

Please add Arabic language translation

A same quation came on may23 sem😮

how to determine the value of k = 1, s = 0.7 f and the ref for Lc = 15 D, please, thanks

Here is nothing in discription, please check sir

Thankyou so much sir for this awesome lecture