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• 
  @Ankitsingh-bx7fn2 күн бұрын

  thank you sir

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  @harshitsrivastava47826 күн бұрын

  dil jeet liya sir aapne .. mai iit roorkee se btech hun , gate civil mein 70 rank hai aur abhi ese ki taiyari kar rha hun ... mujhe ye wind pressure coefficient smjh nai aa rha tha ek question mein ... aapne bilkul clear kr diya concept ..thanks a lot sir

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  @civilbasics215 күн бұрын

  I am glad to hear that my video helped an iit and gate student. Can I know where you belong.

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  @SahebDas-fx4np9 күн бұрын

  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

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  @civilbasics219 күн бұрын

  You should follow latest code at both places.

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  @SahebDas-fx4np9 күн бұрын

  @@civilbasics21 ok Sir. Thank you

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  @SahebDas-fx4np11 күн бұрын

  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..🙏

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  @civilbasics2110 күн бұрын

  As per IS 13920 -1993 embedded length was Ld+ 10d. And as per IS 13920-2016 it was changed to Ld+10d-anchorage value of 90 degree bend. It is taken generally without deduction of anchorage value as per old code bu as per new code you can deduct for it. For above you can watch my video "Ductile detailing of RC beam as per IS 13920-2016"

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  @SahebDas-fx4np10 күн бұрын

  @@civilbasics21 many many thanks sir for this clarification. 🙏

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  @SahebDas-fx4np10 күн бұрын

  @@civilbasics21 Sir is there any other way to contact with u other than KZread comment section? Regarding doubts in RCC and detailing...

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  @vimalsharma170915 күн бұрын

  Good one sir.😊😊

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  @kavitabalot897515 күн бұрын

  Thak you sir i want more numerical on this topic

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  @adityaawasthi683918 күн бұрын

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

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  @civilbasics2118 күн бұрын

  It is as per Apendix D ofACI 318-02.

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  20 күн бұрын

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

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  @ershrikantaryansharma840622 күн бұрын

  Great sir aap bahut achhe se clear kiya hai

• 
  @manabdas787625 күн бұрын

  Thank you sir

• 
  @hemanuuu27 күн бұрын

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

• 
  @nikhilchinchawade7723Ай бұрын

  Informative video. Thank you sir.

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  @civilbasics215 күн бұрын

  I am glad to hear that my video helped an iit and gate student. Can I know where you belong.

• 
  @507_khushidamania8Ай бұрын

  Thank you so much sir👍😇

• 
  @GirguneАй бұрын

  Thank you Sir.

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  @civilbasics2118 күн бұрын

  So nice of you

• 
  @dipdas917Ай бұрын

  Very useful video sir..

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  @civilbasics2118 күн бұрын

  Keep watching

• 
  @ketanmaheshwari3591Ай бұрын

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

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  @civilbasics21Ай бұрын

  Kc=0.9 is for frame clad building only. In all other cases it is 1. See solutions by iit kanpur .they used kd and Ka only putting kc=1.

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  @subhajitmukhopadhyay4780Ай бұрын

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

• 
  @bhupeshpant1935Ай бұрын

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

• 
  @RahulChauhan-jp2ibАй бұрын

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

• 
  @saratalib54322 ай бұрын

  Very informative video 👌

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  @civilbasics215 күн бұрын

  Glad you liked it

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  @boscowinn42052 ай бұрын

  Sir how to draw elastic curve pr ek video bana dijiye

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  @voidwalker60842 ай бұрын

  thank you a lot sir huge respect

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  @civilbasics212 ай бұрын

  Most welcome

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  @anitasahu13172 ай бұрын

  Nice explanation😊

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  @civilbasics212 ай бұрын

  Happy to help

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  @krishnakumarsingh34112 ай бұрын

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

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  @civilbasics212 ай бұрын

  I thinks you are using WSM tables instead of LSM tables

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  @abhinavdutta1182 ай бұрын

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

• 
  @civilbasics212 ай бұрын

  Always welcome

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  @abhimanyukumar26532 ай бұрын

  sir, ab part 3 kab aana hai?

• 
  @SouvikCivil2 ай бұрын

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

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  @civilbasics212 ай бұрын

  Most welcome

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  @user-ol6wo5ht8w2 ай бұрын

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

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  @sandipanchanda51023 ай бұрын

  Excellent explanation Sir. keep making videos

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  @civilbasics212 ай бұрын

  Thank you, I will

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  @civilmedia83203 ай бұрын

  Thnx sir

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  @nikunjbarjod98893 ай бұрын

  Thank you sir 😊

• 
  @civilbasics212 ай бұрын

  So nice of you

• 
  @raviprasadvoletiBR16L3 ай бұрын

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

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  @civilbasics213 ай бұрын

  Check for shear strength of anchor bolt.

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  @raviprasadvoletiBR16L3 ай бұрын

  @@civilbasics21 Thanks for your prompt reply Sir.

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  @burhanuddinvhora9053 ай бұрын

  Kuch samajh nahi aaya, lekin maza aaya😂

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  @khalilahmed-wn9ky3 ай бұрын

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

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  @MudgalS.R4 ай бұрын

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

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  @vimalsharma17094 ай бұрын

  One again sir very informative video sir 🙏🙏

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  @civilbasics214 ай бұрын

  Where and how are you.

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  @vimalsharma17094 ай бұрын

  @@civilbasics21 right now I am in L&T Katni, MP ( apke ashirvad se badiya hai sir ).

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  @karthikeyang93464 ай бұрын

  Cantilever beam will 1.3M or M

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  @MrBabusudesh14 ай бұрын

  Thank you Sir, for sharing the knowledge

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  @user-dn5rr6wc6b4 ай бұрын

  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

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  @user-dn5rr6wc6b4 ай бұрын

  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

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  @meghagaur27004 ай бұрын

  best teacher

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  @creativecivilwallah-withne99184 ай бұрын

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

• 
  @jubasingh4 ай бұрын

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

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  @jubasingh4 ай бұрын

  Great knowledge Sir, thank you 🙏

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  @civilbasics214 ай бұрын

  Welcome

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  @firozali43375 ай бұрын

  Sir kya aap ka watsaap number milgea kuch confirm krna h

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  @civilbasics215 ай бұрын

  Which type of help you need. Tell something about you.

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  @firozali43375 ай бұрын

  @@civilbasics21 sir colum ke bare mein baat krni h please aap apna watsapp number de

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  @firozali43375 ай бұрын

  @@civilbasics21 sir mein apni side ki photo send krunga number send kro please

• 
  @firozali43375 ай бұрын

  @@civilbasics21 hello sir

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  @VickyKumar-lu4pe5 ай бұрын

  Thank sir

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  @AlokBajme5 ай бұрын

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

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  @ErKamalParekh5 ай бұрын

  SirjiE- how nosing reinforcement calculated for stair

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  @vimalsharma17095 ай бұрын

  Thank you very much sir 🙏🙏🙏

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  @bhupendrachourasiya74715 ай бұрын

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