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Respected Sir, as per IS 456:2000, Cl 26.2.2.4b in case of Stirrups it is recommended an extension of 8d beyond 90° bend, 6d beyond 135° bend and 4d beyond 180° bend. But as per IS 2502:1963, Cl 3.8, the straight portion beyond end of the curve 90°, 135°, 180° shall not be less than 8d i.e. 8d for all 3 cases. My question is, in this type of contradiction which code should we follow in a) exam point of view b) in field. and again Thank you sir for this wonderful video

Sir in the calculation of development length, why we are not taking anchorage value of bend? If possible pls explain this sir.. I will be obliged. Thank you..🙏

Good one sir.😊😊

Thak you sir i want more numerical on this topic

Sir Last mein Tensile capacity Nu formula kahan diya hai? Is it any code?

i found it helpful would you 🙏 make your videos in English

Great sir aap bahut achhe se clear kiya hai

Thank you sir

thank you so much sir. it helped me alot. you explained it in a very simple way

Informative video. Thank you sir.

Thank you so much sir👍😇

Thank you Sir.

Very useful video sir..

Sir value of kc is 0.9 only not 1 as you said in video. Please confirm

Thank you, Sir! Please elaborate a little regarding the implementation of local Cpe.

thank you sir , please provide me your number for further some studies related discussions and my doubts clarification🙇‍♀🙇‍♀🙇‍♀🙇‍♀

Dhanyawad sir, Apka explanation bahut badiya hai. Sab samjh me AA Gaya. 😊

Very informative video 👌

Sir how to draw elastic curve pr ek video bana dijiye

thank you a lot sir huge respect

Nice explanation😊

Sir Touc ka value aapne kaise liya hai IS Code ke hisaab se toh kuch aur value hai

Thank you sir for helping ❤❤ love you a lot ❤

sir, ab part 3 kab aana hai?

Ohh....thanks sir ...i was waiting for This topic only....

Hi sir, i have a question. Can we create a hole for support HVAC on coupling beam if it without diagonal rebar?

Excellent explanation Sir. keep making videos

Thnx sir

Thank you sir 😊

Sir, Practically there will be forces act in Fx & Fz direction also, how to check the Base Plate/Bolts safety against those forces?

Kuch samajh nahi aaya, lekin maza aaya😂

Thankyou so much sir🙏🏻🙏🏻..sir it’s a request to you please make a video on 4&6 legged stirrups 🙏🏻🙏🏻🙏🏻

Thank You Sir One of the best Explaination on Shear wall.

One again sir very informative video sir 🙏🙏

Cantilever beam will 1.3M or M

Thank you Sir, for sharing the knowledge

Sir thank you so much for this video. I have few doubts about tou V value as we haven't come across 0.51515 N/sqmm through out design and why we took Pu as zero. Gross sectional area of wall should be 300x3000 instead of 300x2750. Kindly help by throwing some light on it please. Reply will be highly appreciated sir

sir first of all thank you so much for such a nice video and explanation, i need clarity on few points. while coming to annex a part, when we calculate rho we took Lw as 4000, shouldn't this be 3000, similarly for lemda as well. and in formulae of Xu*/Lw and beta there's has been additional 0.002 which hasn't been taken in this video. kindly revert on the same to have more clarity. Thanks in advance

best teacher

Thanks for clearing Value ati kha se hai wo jan jaye thanku so much

Its a wonderful topic sir, please explain us regarding new Retrofitting column joints with beam and slab junction . Thanks 😊🙏

Great knowledge Sir, thank you 🙏

Sir kya aap ka watsaap number milgea kuch confirm krna h

Thank sir

how do we calculate the strength of a shear wall against base shear?

SirjiE- how nosing reinforcement calculated for stair

Thank you very much sir 🙏🙏🙏

sir ji mujhe U bolt के liye uski cutting lenght find krni hai use kese krenge 180 degree wala U bolt

hello sir G where are the problems and solutions

Part 3 ??