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
@bipulsingha40620 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
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@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
@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??
@pardeepsingh47833 ай бұрын
@everything civil comcrete never achieves 100 % strength in 28 days its basic civil engg
@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.
slab casting ek din me pura nahi ho to dusare din banate samay kya care lene chahiye
@shurhiuziekhru23303 ай бұрын
We want to see practical, not theory.
@UshaSwini-zx7ly3 ай бұрын
Thanks bro... you have clarified my doubts
@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