Gud class

Thanks Bhai

why have you taken moment about heel? shouldnt you be taking moment about toe since the structure will rotate about that point? Also the formula for Passive earth pressure coefficient for inclined backfill is different. the one you used is for uninclined backfill

Sir woh table F and K kider milega? Kon si IS Code?

Very helpful, thanks a lot

15:09

39:02

Good explaination. Found some mistakes in vertical stem. Considered 20mm dia for deff provided Y16@115c/c also it should be Y20@180 C/C. In case temperature steel. Considered 8mm dia but detailed as Y10@320 C/C and Y10@450 C/C not shown properly. Distribution on inner face not shown. Hope you can recheck and correct. Any examples on considering surcharge on Retaining wall. Excluding inclined earth fill.

Vertical bar ka dia jyada hoga ya horizontal ka

Thanks

Thank you sir

Thank you Sir 🙏

Thank you sir 🙏

Thank uhh sir ji ❤😌

Thank you So Much Sir🙏

Sir how At provided=2054? Please rply

Can you explain the part where pa =98.15kn....calculation me Thora prblm a Raha hya sir

isme positive bending moment kyo nhi nikala

thank you sir please make video on limit state of serivecibility

Bro apne ax or ay ki value discontinuous ke liye nikali hai jo galat hai yeh to continuous hai

C1 ka value 25.58m hoga aur Cn ka value 13.67 m hoga

Wrong hai bhai

Super explanation sir☺️☺️

Bhai secondary me double shear and main member ke liye single liya reason bata do?

Bhai ne lehmann's method samjha nai paye, lekin yeh samaj aaya ki method easy hei

Time jada nahi huwa sir... pata nahi 24 min kese chala gaya

Phle khud smjhle

Ram ram g

Map cracking also name is Crocodile cracking

Aap daily 10 MCQ lgaya kro M UPPSC ae ki preparation kr rha hu

You are great bro

Last wala check bhi galat he

Sir ye main bars mein to 12 cm c to c hain , toh aapne 24 kiyu liya hain??

Sir ye main bars mein to 12 cm c to c hain , toh aapne 24 kiyu liya hain??

16:45

Ye table jo show ho rha jismw h/d or h/t ki value hai vo code me kha h table

ONE OF THE BEST VIDEO ON THIS TOPIC ❤

Kitna Haan hila raha hai

1 in 400 का मतलब क्या है Clearly बताइए न

Hare Krishna prabhuji telescope alided Delhi at kaha milega mujhe prabhuji 🙏 batabe

Suggest a book to study design about weir and its structure

Appreciate your content. But you can better prepare and explain the text. The statistics weren't explained correctly. Still great efforts!

Check it for crack width also

Is bending moment right here?

11470000 n.mm,, M1 value???????

bohot acche re asmjhaya sir

32:20 pr jo aapne distribution steel calculation mai btaya h kic ode IS 456 mai clause 26.5.2.1 se minimum reinforcement for mild steel(Fe 250) lia h 0.15 % of thr total cross section area by whi par agli line mai likha for Hysd Bars (Fe415) k lie 0.12 % of total cross sectional area lena hai as Fe415 is mentioned in Design Problem so why you considered mild steel (fe415)?

development length m tau ki value kese li

wt of steps wrong ans h

Kya rajya chuk Gaya n tumhara 115 kr jagah 125 likhre n