Sir in ts if u took a=55 and b=50 then why did u consider a=50 and b=55 in new size of base plate ??
@MirzaBaig-g9h25 күн бұрын
You did not say anything about the rusted steel as noticed in the video
@kumarshantveerayya511425 күн бұрын
Good information. Thank you. Could you make a video on if the same thing happen @ footing level
@INDIAN1947BHARAT27 күн бұрын
Very Nicely Explained 👍
@jparmar071Ай бұрын
How to decide rate of steel nd shuttering agency's,?
@experience.ofconstructionАй бұрын
good job bro ❤.
@ketangaikwad6520Ай бұрын
Bracket kitne distance lagane hoge
@tanzeerahmed2771Ай бұрын
Minimum 2 MTR or maximum 3 mtr
@prakashranafamily3360Ай бұрын
Extra bar ka to kuch bataya nehin
@Hastarplayz009Ай бұрын
Ek quastion ha bro Wall k side kyu shuttering kya ha
@ankursinghsingh729Ай бұрын
Bhai aapne Ldt ka calculation galat kiya hai 51x16= 816mm aayega na ki 306
@yarkapwelly7034Ай бұрын
How do you place development length in the slab?
@snehasispatra8443Ай бұрын
51x16 = 306 mm ???😂
@afzaltaisee779Ай бұрын
very good
@bipulsingha406Ай бұрын
Bend 5 nos hain sir, bend deduction=5*2d kar na chahiye tha
@rohanjadhav9448Ай бұрын
Sir आपने बहुत अच्छी और सीधी भाषा मे समझाया..❤ एक एक टॉफिक अच्छी तरहसे समझ आया... खुप खुप आभारी आहोत sir आम्ही तुमचे..🤗💝
@rohanjadhav9448Ай бұрын
Thank you sir ❤
@EaglesFabricator2 ай бұрын
Hello everyone we are manufacturer of hyrib mesh for more details check out my page or comtact us pan india delivery available.
@rohanjadhav94482 ай бұрын
Txn sir
@user-hk3og5nz1y2 ай бұрын
Sir, how to how to calculate for box section top plate bottom plate, Web plate, both side
@prakashmadne2 ай бұрын
Sir, Can you explain, how to calculate sq ft rate to Built up Rate ?
@kiranundekar2 ай бұрын
Then top cover will be Less from secondary beam top bar.is it ok?
@JMZPCom2 ай бұрын
Brakect par net lagega
@tanzeerahmed2771Ай бұрын
Vertical net lagega....
@deoraobankar82593 ай бұрын
Thanks i understand.
@Nigurodipati3 ай бұрын
Perfectly explain thanks
@pranaychipkar67573 ай бұрын
What you do for cement slurry which go away from concrete near high ribs
@Oppositeworld1633 ай бұрын
How to calculate horizontal net quantity
@khemkarki71933 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
@roshanabbas87813 ай бұрын
Sir covered area/ builup area billing kaise kerte h uske uppar video banaye
@mona23231003 ай бұрын
Nice
@joramtajam41273 ай бұрын
What about base slab design???
@ashiqhindustani34723 ай бұрын
Kya extra top ki जरूरत नहीं
@faizahmad34233 ай бұрын
Concrete retarding time mostly 3 hours hota h na sir ? You are saying 4 hours.??
@Deepakthakran883 ай бұрын
Sir which brand is best for aac block
@abuUmamah21343 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-6014 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.Knowledge4 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
@ManishNewa4 ай бұрын
What is the life time of the bonding agent?
@Shoebali74 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.
@kaushikc2354 ай бұрын
IS PCC shuttering quantity is payable or not as per IS code ?
@kesavanraju89384 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
@vijaynangarepatil86384 ай бұрын
Informative
@khan19faiyyaz4 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??
@pardeepsingh47834 ай бұрын
@everything civil comcrete never achieves 100 % strength in 28 days its basic civil engg
@shubhamsalunkhe93944 ай бұрын
BCS balcony cage system
@letslearntv26924 ай бұрын
But how you put staff from 105 lvl in column when shuttering is already done to check level to take RL.