Video

Hello Christian, I have a number of concerns. 1. HA UDL and HA KEL should be multiplied by lane factors in table 14. 2. The above-named HA loads should be divided by lane widths to get a UDL load. 3. HA KEL should be applied toa position with worst case effect for moments, mid span and shear, near supports.

Tq bro nice explanation

Superb

Can't do multiple sizes

रेट

Rcc drawings of a project expain in detail

Thanks for live site knowledge.❤🙏

good job broo...

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 ??

You did not say anything about the rusted steel as noticed in the video

Good information. Thank you. Could you make a video on if the same thing happen @ footing level

Very Nicely Explained 👍

How to decide rate of steel nd shuttering agency's,?

good job bro ❤.

Bracket kitne distance lagane hoge

Extra bar ka to kuch bataya nehin

Ek quastion ha bro Wall k side kyu shuttering kya ha

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

How do you place development length in the slab?

51x16 = 306 mm ???😂

very good

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

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

Thank you sir ❤

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

Txn sir

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

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

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

Brakect par net lagega

Thanks i understand.

Perfectly explain thanks

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

How to calculate horizontal net quantity

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

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

Nice

What about base slab design???

Kya extra top ki जरूरत नहीं

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

Sir which brand is best for aac block

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 🙏

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

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

What is the life time of the bonding agent?

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.

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

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

Informative

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??