45°=d 90°=2d 135°=3d

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.

I Am From Ethiopia and I liked your presentation Thankyou

Nice video 👌 & Nice look 👌 jaani...

Ramzaan mubark sir Very helpful video Love from INDIA

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

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

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

Fandastic👍🏿

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

ramadan kariim bro iam from somalia thnkx for your effort

Ramadan Mubarak...Good Video Sir,

Great Lecture sir . You are looking qare seb

شكراء 🙏

Apko bhi Ramzan mubarak sir (from india)

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

Thanks, helpful info

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

Ramjaan mubaraak sir.

Tq

Be bless sir

Thank you

Awesome

Ramadan Mubarak sir

Please put a video on retaining wall slope

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

Ramzan Mubarak

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

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

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

how did you get the spacing of bed bar

nice

How to calculate bbs of slope trepezoidal of footing

Aap ko bhi Ramzam Mubarak ho bhai

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

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

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

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

👍👍🔥

Why adding plus 1???

Sir congratulations to u ramadan from alain

Allah bless you.

What is the total weights of distribution bar

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

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

It's a 75f by 35ft raft foundation

AOA sir

Sir

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

What a total weight of distribution bar

2x2d

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

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].

Engr. Kindly arrange properly your equation

Sir + 1 q h

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?

KASH YA BANDA , ANGROZO KI BAJAY PAKISTANIO KO PARATA