Estimation of steel in footing and column | how to calculate quantity of steel in footing and column

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.
how to calculate weight of steel in column
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[@sandeepsahay1299]

Thanks for patiently clearing the concepts.

[@ganshu125]

Very useful video for academic as well as for professional purposes.

[@civilengineeringhub4177]

Thankyou 😊

[@insideinterior]

Beautifully explained and very useful info..

[@civilengineeringhub4177]

Thankyou 😊

[@mumtazaga1262]

Lots of love from Ahmed Issac Aga! ❤️

[@AjjuFitness]

Very helpful vedio…doubt in stirrups length..

[@nishapatle1520]

Excellent work👌👏

[@sandeepsahay1299]

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

[@RK-zn7im]

ekdam sahi kaha apne.. video banane wale bhul gaye wo point

[@mebinglapung3405]

Exactly...

[@srkianfan1594]

Where is LD length

[@all_is_well1385]

Very Good Explanation

[@tejasshah7504]

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.

[@truckeeuniverse4214]

Thanks 👍

[@sujitkumardas3324]

Excellent

[@civilsocialservice4930]

Your explanation is osm please guide me

[@jaikumar3537]

how to calculate the bend in vertical bars (400mm) ? in columns

[@ziaurrahman4369]

nicely explained

[@NANDANKUMAR-qt4jq]

Thanx sirji... its usefull

[@civilengineeringhub4177]

Thankyou 😊

[@civilsocialservice4930]

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.

[@all_is_well1385]

Good Morning...
Plzz upload estimate of marriage Lowns construct roof in sheet

[@usamaiqbal3364]

Amazing

[@ShriKantDorle]

Great sharing

[@erthinkerpoint4704]

2× top and bottom cover mai thoda doubt h sir please explain

[@rohittomar1636]

Ak video thumb rules or banao jisme total building materials ki diteals ho

[@mumbairaja2788]

Please check 4000-2*50/200+1

[@ichhitaborkar3957]

Very nice sir

[@harikadali7921]

Thank you sir

[@sudhirmalviya9015]

Super sir ji

[@kundanyadav9230]

plz provided this Format With Drawing.

[@kausikbiswas2106]

Awesome

[@sammanacharya2737]

Why not deducted top and bottom cover from another side when calculating length at first step??

[@SAsongs-dv8ns]

Very nyc sir gi good👌

[@KamalSingh-dk5hp]

Very good

[@user-qd8jq5ur7k]

For main bar bend deduction missing ?

[@kausiksen4648]

please make a video please make a video with three different type of tie

[@syedahmedshahbazuddin5158]

Brother please upload cutting length for 6 legged stirrups.

[@PavanKumar-fb4ek]

Pls mention hook lengths at neck column area

[@chokinima1829]

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...

[@er.ahteshamahmad4852]

Where is bend deduction ???

[@zahidmauladad2716]

What type of building is this column designed for

[@syediliyas63]

Distribution bar calculate karte waqt main bar ki thickness bhi deduct karte na Sir

[@user-ec5uc9dt6v]

Footing me jo distribution bars ka length kaise calculate kare agar footing dimensions alag ho to

[@SAsongs-dv8ns]

Sir ji sleb ke bare me bnao video 1000sqr m .me kitana steel lagega 10mm daya

[@CivilModernStructure]

Cutting Length of 1 lateral tie is 1.7m not 1.3m, plx recheck ur answer

[@ajaycharvacodan6749]

Understood

[@rohittomar1636]

Industrial footing or column ka bbs or batao sir

[@pramodkanse8587]

Why are you take 400 mm for bent bar,is it any formula for this??

[@CivilModernStructure]

hook length for 135deg is 10d and hook length for 90deg. is 2d, please clear these things to everyone

[@user-gu7by7pn6j]

i have this doubts

[@CivilEngineerShubhamGupta]

My name is also shubham

[@kailashsarnayak4566]

Apaka video dekhane ke bad bhi ghabara raha hu

[@shahbazahmed7940]

if dia is not used in product then 85 is correct

[@AthiraSKumar-ye9ck]

Can you share the notes as pdf

[@taruntripathi_]

plz share this excel sheet

[@DilipsinhGohil9009]

सर आपने जो ये एक्सल में फॉर्मेट बनाया है ये और दूसरे जो भी फॉर्मेट उपयोगी हो वो हमे मिल सकते है..?

[@romeekhanoffical....1933]

I want this excel for slab calculations

[@EngBarzanBaarz]

Me2 plz

[@HamzaMalik-js4hh]

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

[@mumbairaja2788]

21 how come

[@jamiurhussain9941]

Footing ka top bar ke bare me nehi bola

[@HamzaKhan-rc5gt]

Sir Excel file send me

[@syedzubair9566]

We need an Excel file

[@user-xz7ez4ur3g]

Band deduction kaha gaya?

[@shahbazahmed7940]

qty is wrong when product is calculated>12*21*4.6*0.88=1020.096 instead of 85