Estimation of steel in footing and column | how to calculate quantity of steel in footing and column
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- Опубликовано: 17 июл 2020
- How to calculate quantity of steel in footing and column - In this video i am going to show you how we can calculate the quantity of steel in column & footing | Estimation of steel in column - how to calculate weight of steel bar in column | weight of steel in column | how to prepare column footing bbs (bar bending schedule)
estimation of column reinforcement.
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Lots of love from Ahmed Issac Aga! ❤️
Awesome
Very useful video for academic as well as for professional purposes.
Thankyou 😊
Excellent work👌👏
Thanks for patiently clearing the concepts.
In main bar length calculation for side bend length, side cover will be 2*50*2=200 , so 800-200=600. Total length will be 4500 in place of 4600. Please check
ekdam sahi kaha apne.. video banane wale bhul gaye wo point
Exactly...
Where is LD length
Great sharing
Very Good Explanation
Very helpful vedio…doubt in stirrups length..
Excellent
Very nice sir
Beautifully explained and very useful info..
Thankyou 😊
Please check 4000-2*50/200+1
What will be kg/sq.ft steel requirement in steel structure for building Upto 4 floor, 4 to 8 floor, 8 to 12 floor, 13 and above(high rise)??? Pls can you help me on this... I'm doing a project on this topic.
Very good
Ak video thumb rules or banao jisme total building materials ki diteals ho
Your explanation is osm please guide me
Very nyc sir gi good👌
nicely explained
how to calculate the bend in vertical bars (400mm) ? in columns
Thanks 👍
Good Morning...
Plzz upload estimate of marriage Lowns construct roof in sheet
Pls mention hook lengths at neck column area
Amazing
Super sir ji
Thank you sir
Cutting Length of 1 lateral tie is 1.7m not 1.3m, plx recheck ur answer
Industrial footing or column ka bbs or batao sir
Why you deduct dia of stirrup in hook total length of stirrup is (400-50)*2+(400-50)*2+2*10*8- and reduce no. Hook in bend portion 5 bend (5*2*8)=1480.
plz provided this Format With Drawing.
please make a video please make a video with three different type of tie
2× top and bottom cover mai thoda doubt h sir please explain
Why not deducted top and bottom cover from another side when calculating length at first step??
For main bar bend deduction missing ?
Distribution bar calculate karte waqt main bar ki thickness bhi deduct karte na Sir
Thanx sirji... its usefull
Thankyou 😊
Apaka video dekhane ke bad bhi ghabara raha hu
Brother please upload cutting length for 6 legged stirrups.
Footing me jo distribution bars ka length kaise calculate kare agar footing dimensions alag ho to
Understood
Can u please comment me how did u used 250 in stirrups calculation..it's my doubt as I couldn't understand how did u got...
सर आपने जो ये एक्सल में फॉर्मेट बनाया है ये और दूसरे जो भी फॉर्मेट उपयोगी हो वो हमे मिल सकते है..?
Sir ji sleb ke bare me bnao video 1000sqr m .me kitana steel lagega 10mm daya
What type of building is this column designed for
My name is also shubham
hook length for 135deg is 10d and hook length for 90deg. is 2d, please clear these things to everyone
Why are you take 400 mm for bent bar,is it any formula for this??
if dia is not used in product then 85 is correct
brother you calculated unit weight of stirrups not calculating full lenght of stirrup 0.39 × 1.3 also .you missed it. please check it and take correction
Band deduction kaha gaya?
plz share this excel sheet
Footing ka top bar ke bare me nehi bola
Can you share the notes as pdf
qty is wrong when product is calculated>12*21*4.6*0.88=1020.096 instead of 85
Where is bend deduction ???
21 how come
We need an Excel file
Sir Excel file send me
I want this excel for slab calculations
Me2 plz