Відео

when square & circle plate is used

gret sir can i got your whatsapp number plz i want to ask one dout plz

Sir, What is the theory behind this? from where these equations came from? Could you please tell the reference document. Thanks a lot!!!

sir what if load is inclined vertical?

Thankyou sir❤

Thank u sir ur videos are like life saver before exam , all other channel focus only on gate , but finally some one cares about semester exams .sir If u teach other subjects of civil also , please let me know

Beautiful!!

best indian tutorial i watched.

KN/m² × m = KN/m

Sir na is 48 how

Zero air void line wala video?

Thank you very much. Can you check again x2 (at 9:04)? I think it must be 2.6+0.5+(0.7-0.5)/3 = 3.16 m

One doubt sir ..at 06.05 mins Nq=48 how did you took the value just below the 50.. it's standard value ?

Multitech construction company India. 😢

This was the absolute perfect video, gave me everything I needed to know and was the only thing I found that provided it.

thank you so much

Thanks🙏🙇🙏🙇🙏🙇 so much sir 🎉❤🎉❤🎉❤🎉🎉❤

The presentation is very confusing and the red marking also adds to the confusion. I gave up watching the rest of your videos.

Could please NOT mark the calculation with a red marker or erase it after marking that the viewers can take a clean shot of the calls for future reference! Thank you!

good video Sir

love it ......clear and straight forward, God bless❤

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Thanks Very explanatory

Thank you very much

(1/2)* sigma1 *H² hoga.. apne H likha

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

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?

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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❤