Пікірлер

• 
  @experience.ofconstruction2 күн бұрын

  good job bro ❤.

• 
  @ketangaikwad65202 күн бұрын

  Bracket kitne distance lagane hoge

• 
  @prakashranafamily33605 күн бұрын

  Extra bar ka to kuch bataya nehin

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  @Hastarplayz0096 күн бұрын

  Ek quastion ha bro Wall k side kyu shuttering kya ha

• 
  @ankursinghsingh7298 күн бұрын

  Bhai aapne Ldt ka calculation galat kiya hai 51x16= 816mm aayega na ki 306

• 
  @yarkapwelly703416 күн бұрын

  How do you place development length in the slab?

• 
  @snehasispatra844319 күн бұрын

  51x16 = 306 mm ???😂

• 
  @afzaltaisee77919 күн бұрын

  very good

• 
  @bipulsingha40621 күн бұрын

  Bend 5 nos hain sir, bend deduction=5*2d kar na chahiye tha

• 
  @rohanjadhav944821 күн бұрын

  Sir आपने बहुत अच्छी और सीधी भाषा मे समझाया..❤ एक एक टॉफिक अच्छी तरहसे समझ आया... खुप खुप आभारी आहोत sir आम्ही तुमचे..🤗💝

• 
  @rohanjadhav944821 күн бұрын

  Thank you sir ❤

• 
  @EaglesFabricator25 күн бұрын

  Hello everyone we are manufacturer of hyrib mesh for more details check out my page or comtact us pan india delivery available.

• 
  @rohanjadhav944828 күн бұрын

  Txn sir

• 
  @user-hk3og5nz1yАй бұрын

  Sir, how to how to calculate for box section top plate bottom plate, Web plate, both side

• 
  @prakashmadneАй бұрын

  Sir, Can you explain, how to calculate sq ft rate to Built up Rate ?

• 
  @kiranundekarАй бұрын

  Then top cover will be Less from secondary beam top bar.is it ok?

• 
  @JMZPComАй бұрын

  Brakect par net lagega

• 
  @deoraobankar82592 ай бұрын

  Thanks i understand.

• 
  @Nigurodipati2 ай бұрын

  Perfectly explain thanks

• 
  @pranaychipkar67572 ай бұрын

  What you do for cement slurry which go away from concrete near high ribs

• 
  @Oppositeworld1632 ай бұрын

  How to calculate horizontal net quantity

• 
  @khemkarki71932 ай бұрын

  thanks a lot , you have explained very clearly . i got it very clear . also I subscribed your channel goy future informative videos. thanks

• 
  @roshanabbas87812 ай бұрын

  Sir covered area/ builup area billing kaise kerte h uske uppar video banaye

• 
  @mona23231002 ай бұрын

  Nice

• 
  @joramtajam41272 ай бұрын

  What about base slab design???

• 
  @ashiqhindustani34722 ай бұрын

  Kya extra top ki जरूरत नहीं

• 
  @faizahmad34232 ай бұрын

  Concrete retarding time mostly 3 hours hota h na sir ? You are saying 4 hours.??

• 
  @Deepakthakran882 ай бұрын

  Sir which brand is best for aac block

• 
  @abuUmamah21342 ай бұрын

  Video kay 2 minutes 55 seconds par aapnay kaha ki 10 MM P.P bordet rope Sawaala yeh hai ki - P.P ka full form kya hota hai Sir Please bataana 🙏

• 
  @DilshadKhan-6012 ай бұрын

  Very helpful and important video Retaining wall me two face hote hai inner and outer face Outer and inner bar uske reinforcement ko kaise terminate karte hai Please reply when you have time Thank you so much

• 
  @HSE.Knowledge2 ай бұрын

  Koshish acha Kiya hai but us safety net main aadmi girega toh bahar ki taraf hi jayaega, inclined to position me (40-45°) rakhna compulsory hai, aur outer edge mein safety net sag jyada hai, allowable sag 5-10% of shortest side hona chahiye

• 
  @ManishNewa2 ай бұрын

  What is the life time of the bonding agent?

• 
  @Shoebali72 ай бұрын

  Nice information sirji thank you very much. 😇 Mera ek question tha sir. Agar hame on site client ko steel ki quantity bolna hai in terms of bundle, like 8mm ke 2 bundle, 10 mm ke 4 bundle aise. To wo hum kaisa calculate karte hai. Please guide sir.

• 
  @kaushikc2353 ай бұрын

  IS PCC shuttering quantity is payable or not as per IS code ?

• 
  @kesavanraju89383 ай бұрын

  MISTAKE 1: YOU SHOULDNT CURTAIL MORE THAN 50 % BAR AT THE EXACT LOCATION, MISTAKE 2: OVERLAPPING SHOULDNT AT CORNER AT TOP AND MIDDLE AT BOTTOM.... FIGURED IN 15 SECONDS OF YOUR VIDEO... U R NOT A GOOD ENGINEER

• 
  @vijaynangarepatil86383 ай бұрын

  Informative

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  @khan19faiyyaz3 ай бұрын

  My duobt is if there is one way slab next to two way slab and the longer direction of both the slab is in same direction so longer side of two slab is considered as continuous or not?? Main point is we don't provide bentup bar in one way longer direction so will I continue the bar of longer direction of two slab into the one way slab as case define above if yes we need to provide distribution for bentup bar which was continuoued into the slab??

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  @pardeepsingh47833 ай бұрын

  @everything civil comcrete never achieves 100 % strength in 28 days its basic civil engg

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  @shubhamsalunkhe93943 ай бұрын

  BCS balcony cage system

• 
  @letslearntv26923 ай бұрын

  But how you put staff from 105 lvl in column when shuttering is already done to check level to take RL.

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  @mona23231003 ай бұрын

  Hello sir can I take online training from you

• 
  @Behrr-bl8sc3 ай бұрын

  Only the Gods are for the sky

• 
  @gurukantahiremath64543 ай бұрын

  Good intro

• 
  @user-rj5em2bs6z3 ай бұрын

  youtube.com/@user-rj5em2bs6z?si=CzN9xmVOUNVD9qwT?sub_confirmation=1

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  @nandkumarmestry26323 ай бұрын

  slab casting ek din me pura nahi ho to dusare din banate samay kya care lene chahiye

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  @shurhiuziekhru23303 ай бұрын

  We want to see practical, not theory.

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  @UshaSwini-zx7ly3 ай бұрын

  Thanks bro... you have clarified my doubts

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  @thushanpramoda28303 ай бұрын

  Can I use this procedure to design a column in the ground floor in a multi story building? The column is unbraced in major plane and braced at top , mid and bottom in the other plane. How will the bracing come to the pic? Can you explain. It will be greatful

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  @AshishKumar-mv8dm3 ай бұрын

  51d= 51x16= 816mm how did you consider 306mm

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  @user-eg7rw3cc7l3 ай бұрын

  Ye walla excel sheet chahiye