(Lect-6), Coupled Shear Wall, Steel around opening, Construction joint.,IS:13920.

IS:13920-2016
drive.google.c...

[@KamalSingh-hu7zq]

Muje aapke videos bahut achhe Lage sir
Ye bahut helpful honge mere liye
Thank you

[@KamalSingh-hu7zq]

Please apload more videos so i learn more

[@civilbasics21]

Thanks. Keep on watching.

[@ANKITKUMAR-zb9nw]

Why did u stop uploading sir. Your videos are very simple to the point and very informative at the same time . Please continue to upload

[@civilbasics21]

I will like to talk to you give your contact number.

[@user-dn5rr6wc6b]

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

[@vimalsharma1709]

Sir please explain IS code IS 2911 part3 pile load test ( Kantilage Mehod) 🙏🙏.......

[@mohdabid118]

Sir close wise shear wall explain kijiye ...jaisa last video me apne kiya hua hai

[@Anandshree527]

Sir kindly share the derivation of moment of resistance of shear wall plsss it's urgent

[@civilbasics21]

Why you need to derive it. It is given by code.

[@reynaldo7212]

🅿🆁🅾🅼🅾🆂🅼

[@civilbasics21]

Thanks

[@er.kamalparekh9188]

SirjiE… Can we provide 10Dia ReBars For Web of SW as BIS is very much silent … though BE must have a Dia 12mm or more … what is your opinion ( By providing 10Dia in web - we are satisfying Structural Demand as per Etabs as well as BIS … no compromise ) ductile details are required for BE - no specifics for WEB

[@VOICE_OF..NATURE]

Thank you sir 🙏
Sir is 13920 :2016 ka link de sakte h kya aap

[@civilbasics21]

drive.google.com/file/d/1pc9GzJFZYpLUAR_EQCJzuVB6HTb17zYq/view?usp=drivesdk

[@1921990hari]

Sir please explain in English so everyone can understand