Bar Bending Schedule of Column Footing - How to Calculate Quantity of Steel in RCC Footing?

How to Find Depth of Foundation?
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[@pratyakshmukherjee1492]

I liked your presentation of this topic, I tried to clear my concept by watching other videos but they were all confusing and complexed methods.
Loved your video, thank you.

[@aftabalamansari8722]

45°=d
90°=2d
135°=3d

[@user-ud3ml7qz7x]

I Am From Ethiopia and I liked your presentation Thankyou

[@CivilEngineerDeepakKumar]

Nice video 👌
&
Nice look 👌 jaani...

[@ataulmustafa2098]

Ramzaan mubark sir
Very helpful video
Love from INDIA

[@TecCivilofficial]

Ramadan Mubarak...Good Video Sir,

[@umargillani7732]

Thank you so much sir! very informative . more success to you!

[@ansar379]

Thanks, helpful info

[@schab1960]

Allah bless you. Salam brother in islam from Vienna Austria! Thanks for your lessons, Danke schön für deine erfolgreiche Unterrichtsserie!

[@CivilEngineerAtSite]

Great Lecture sir . You are looking qare seb

[@khalidbarre2119]

ramadan kariim bro iam from somalia thnkx for your effort

[@estheretta8961]

Well done Sir. Pls how did you arrive at 0.02584 from (2 x 2D)? My calculation, I had 48mm which is 0.048m.

[@anoopameer3145]

i have doubt the same.

[@padodongtv5095]

Yes were the same question.. i find it , a mistake or what?

[@halalmeatshophk]

I also found the same mistake. It should be 0.048m. But also found out that the percentage of steel in concrete is a bit low at 0.678% only. For this footing size, it should use at least 13-14mm dia bars.

[@aremodenis2948]

Be bless sir

[@inzemammohammad6698]

Apko bhi Ramzan mubarak sir (from india)

[@yayaed8428]

شكراء 🙏

[@asmelasheyasu7621]

Thank you

[@KARAMJEETSINGH-re5hk]

Fandastic👍🏿

[@markbullem8249]

Thank you for the lesson. Please how did you calculate for the bend again? 2*2D is 48

[@abhijeetgore310]

Awesome

[@YogeshJadhav-ww4bk]

Ramjaan mubaraak sir.

[@mohanrajini2277]

a straight wall is weak structure when compared to the same wall in a curved form. so the curved wall is more stable. but how many time does it get stronger. can you pls explain. thankyou so much

[@ejazurrehman4514]

nice

[@mightysrinu2362]

Ramadan Mubarak sir

[@bibekdev7996]

Please put a video on retaining wall slope

[@jigarpatel1727]

👍👍🔥

[@satyavenipangi9966]

Hw to calculate vertical main bars in square column sir good explanation

[@gddraftsman5617]

how did you get the spacing of bed bar

[@santhoshcivil3316]

Using 16mm rod for column what reinforcement minimum using the raft main and distribution rod

[@sudiaujwal]

Sir u done only main bar, distribution also same process na, and also here same value. So, no problem. That's why u did only one main bar. Am I correct sir

[@surya-in2ig]

Sir please explain us bar bending schedule of beam with curtailment bars

[@thajudeen9503]

Allah bless you.

[@mdrustam8493]

Aap ko bhi Ramzam Mubarak ho bhai

[@sajidshaikh6468]

Ramzan Mubarak

[@skids-hr6pd]

Tq

[@wwesports378]

Sir congratulations to u ramadan from alain

[@vincentpereira8416]

What would I need for a 9ft wall that is 9x12 walls and columns I want to pour a monolithic walls with a raft foundation

[@vincentpereira8416]

Can you answer this question I posted ty

[@kamranali4971]

Sir mujhe structure drawing samjh nahen aaraha main kaisey samjhon kya aap meray liye koi alag video bana saktay Hain.

[@Bilalyasmi]

Sir
How did the value 0.02584 came?
Please explain as (2×2D) by put value 20 mm not coming.

[@SakthiVel-ki5dc]

Same problem bro

[@Bilalyasmi]

Sir,
Please clarify my question by explaining.

[@bijayshankaryt]

DIMENSION OF DRAIN IS 100MX0.760MX0.760M AND PROVISION OF BAR IS 75KG/CUBIC METER BAR DIA IS 12MM FIND LAP DISTANCE AND NO. OF HORIZONTAL BAR

[@nitishkashyap7828]

Bro you made a mistake....please explain the (2x2d) part of the process ....was it correct...because if we ger (2 x 2D) = 0.02358 then D = 6.4 mm but the bard we use here were 12 mm bard....totally not clear...... mistakes are ok......I am trying to clear my concept through your videos....but please give proper info.....if you miss something its ok....just let us know the problem or the necessary changes like you always do

[@anoopameer3145]

same doubt

[@AMARNATHYADAV000]

How to calculate bbs of slope trepezoidal of footing

[@BIKASHJHAA]

sir BBS aa playlist bana lijiye na aasan hoga hume saara BBS ka video ek jagah milega

[@karuppaiahkaruppaiah4724]

What is the total weights of distribution bar

[@vincentpereira8416]

It's a 75f by 35ft raft foundation

[@mohammedghousepasha4828]

Aap ko b Ramadan Kareem Mubarak. R u from Indian kashmiri or from our neighbour country.

[@CivilEngineerss]

From Pakistan

[@asharenukam.v3441]

We didn't get the answer for bend of 0.002584 for (2-2D). request to clarify

[@karuppaiahkaruppaiah4724]

What a total weight of distribution bar

[@mrsam7839]

Sir

[@shoaibkhan4841]

AOA sir

[@suryad8132]

Hi, u wrongly calculate cutting length of distuributed bar.Distributed bar placed on main bar so distributed bar depth reducted so change total kgs,no waste bar, no waste money.Correct D.B [(tot dist - 2*c.c)+(depth of footing - 2*c.c - main bar dia) - bend].

[@jangchubgyeltshen3021]

Why adding plus 1???

[@gunalimmgatla2499]

2x2d

[@akbarswaty]

But the same things are not necessary in nowadays so should be only + and × for example 2 m +two side zaveya .so please just explain it more easy

[@pauldalton7182]

Engr. Kindly arrange properly your equation

[@jagadeeshlavu5863]

I completely disagree with this video sir bcoz previous u did a video on 11/13 feet bedroom in that video u didn't calculate cutting length but why here u calculated?

[@er.shahwazalicivil9246]

Sir + 1 q h

[@riafatkhan9848]

KASH YA BANDA , ANGROZO KI BAJAY PAKISTANIO KO PARATA