Hello guys I hope you're all doing well I'm writing here because i wanted to Tell you that I also completed my certification in QS and Planning from this Institution and I've been working in the Middle East as a Quantity Surveyor, if you guys really want to enhance your skills in the construction industry, Reinforce for you, just Join!
footing quantity calculation mere according sahi hai. kisi bhi footing ki 4 side hoti hai aor drawing me 2 side given hai like 1.4 and 1.2 then we have find 4 side then we need to add 2 side then multiply by 2 after that we get 4 side runing meter lenght. and area find krne ke liye multiply by footing height. jo ki drawing me given hai 350mm. the calculation is = ((1.4+1.2)*2)*.350 answer is = 1.82 sqm of each footing shuttering area. sir please correct it otherwise explan me how you are finding?
Bhai sab column to beam joint hote hai to deduction karana ya nahi, dusara. Slab ke sath beam hota hai to slab ouwr to outer measurement liya jata hai usame beam bottom measurement aa jata hai, Client ke sath deduction lena nahi lena usaka dispute hota hai ye batao
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Sir
Shuttering sq m hota but sir ap ne
Cum m Kiya hua plz. Reply
Excellent explanation
Nice video sir
Is PCC shuttering quantity to be consider in billing as per IS 1200?
Hello guys
I hope you're all doing well
I'm writing here because i wanted to Tell you that I also completed my certification in QS and Planning from this Institution and I've been working in the Middle East as a Quantity Surveyor, if you guys really want to enhance your skills in the construction industry, Reinforce for you, just Join!
footing quantity calculation mere according sahi hai. kisi bhi footing ki 4 side hoti hai aor drawing me 2 side given hai like 1.4 and 1.2 then we have find 4 side then we need to add 2 side then multiply by 2 after that we get 4 side runing meter lenght. and area find krne ke liye multiply by footing height. jo ki drawing me given hai 350mm.
the calculation is = ((1.4+1.2)*2)*.350
answer is = 1.82 sqm of each footing shuttering area.
sir please correct it otherwise explan me how you are finding?
Good sir.plz.make a video for stair case formwork
Great 👍
Excellent knowledge
Bhai sab column to beam joint hote hai to deduction karana ya nahi, dusara. Slab ke sath beam hota hai to slab ouwr to outer measurement liya jata hai usame beam bottom measurement aa jata hai, Client ke sath deduction lena nahi lena usaka dispute hota hai ye batao
Column and beam ka jo junction usme agar beam and column ka size different hoga tab jo copla banta hai uska shuttering calculate hota hai ki nhi?
Nice sir
Pile cap ke saath beam joint hote hai to beam size deduction hota hai ki nahi ye sab batana chahiye, simple measurement to koi bhi engineer kar lega.
IS code is really confusion
How to find shuttering area of column at outer side beam column junction corner ?
Plz explain sir.....
Sir rcc unit will be cubic meter not square metere
Drawing provide kriye na practice k liye
Highway engineering pr bhi video laiye please request sir 🙏🙏🙏🙏🙏🙏
Combine footing ka bataiyye
Sir value to cubic metre mein aana chahie na
Please make a video to calculate scaffolding pipes and joints also
th-cam.com/video/_UpN-dgRaoE/w-d-xo.html
Coloumn footing ka shuttering kaise aaya F1 ka 2.35 sqm 😢
🙏🙏🙏🙏
Sir Wrong calculation it should be sum of all side x depth
Wrong h sir aapka method
Jo aapne kiya h cum. me kiya h . Hona h sqm. Me
yes
Its wrong in footing I. E 2(l+b) h
All the calculations are wrong
🎉All the calculations are wrong bro rectangular column so total qty=2(L+B)×D you have taken single
Shuttering Calculation of Column is Wrong , Should apply (Perimeter × Height)
Footing calculation galat hai bhai
Kuch bhi bata deta hai
All the calculations are wrong. This is a very big channel so kindly take some responsibility.
Footing shuttering calculation is wrong
With due respect the footing shutring calculation is wrong
its was wrong calculation footing shuttering area
All the calculations are wrong. This is a very big channel so kindly take some responsibility.
All the calculations are wrong. This is a very big channel so kindly take some responsibility.