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Simply fantastic and so easy to understand, Excellent presentation. The stirrups spacing near the columns should be 150 mm and in the middle 300 mm maximum. 500 mm throughout is too much

I tried to watch other people's videos on how to do a bending schedule, I did not understand them until I landed on this video. I now feel like I am an engineer. I am doing a bending schedule for my house and you simplified the process. Thank you very much

You didn't subtract bend which is 2 d, and why do some people use 12d for hook length instead of 9d or 10d

10.608 x 4 =42.432........... sir ji☝️

Sorry Sir. But you have to add +1 while calculating the no of stirrups. Also you have to deduct all the bends while calculating the length of the rod. The formula for that deduction is *(no of bends X d)* where d is the dia of bar.

Nice explanation 👍 But for proper Bbs you have deducted bend And development length concept And stirrups length Please explain by considering all points so it will be economically Beacause at site it's no matter But by professional bbs and to save steel and wastage we should want to calculate proper cutting length But overall good explanation Keep it up 👍

Why too much space between stirups? Pls share formula?

All bottom bars are 12 mm dia??

Normaly the number of stirups = length/ space +1..please clarify this

hi sir, explanation good .....bottom beam total No. 42.432m not 53.5m and add +1 when adding stirrup

Bro u have dint added bend length ......2*d

By seeing comment i can bet that everyone understand correctly....... Dought comes when u understand the things😜😜😜..... But 1 issue we cant provide 0.5m =1.64 ft spacing sir 🤪🤪🤪🤪🤪

Should the stirrups be closer at both ends of the beam?

Way better explanation compared to my professors 😅

Bar bending schedule of column

Kindly can you advise is it not required here to deduct the length extended after bending in two ends of top and bottom bar?

nice one. i like it, can you explain about the design of circular footing.

Explanation is clear

And how is the distance between the buttons bar I mean the space between the four bars or how did we get four bars and the top bar two

Nice explain sir Thank you.

Why we are taking hook length 12d

Thanks sir this video has helped me alot

Hook lenght is 9d

My question is this type of reinforcement is so common okay but also there is another type is with crancked bar. In Turkey cracked is not very common anymore but I am wondering the situation in global? Is it using or forbidden?

Thank u sir lots of love

thank you sir..

nice line 😁 bro..

🎉

Nice thanks to share

Hook length is 12d. From which code you hate got this value?

Is 456 suggest that spacing between stirrups is max. 300 mm

Awesome teach sir 🙏🙏🙏

Fantastic beam bar bending schedule # but the formula for hook ( development length for 135 dgree angle is 2d #

Tnx alot

Why does the button bar contains more bar than the top bar

How we can used in excel sheet..please make a video

Niceeeeeee. Sir

I think beam clear cover is 20mm

You are resting 400mm wide beam in 200 mm wide column. It dosent matter here. But try to avoid these things.

Specing no 500 mm mix 300 mm

Gd..

Hi sir was interested

Excel sheet melega kya

the number of top bars should more compare to bottom bars and u didn't subtract the bend length

Thisa is explanation according to American code

Wrong the stirrup will be 21

L = 6D AS PER M Chakraborty

Beam detail droing and measument

10.608*4 is not 53.5

Calculate rwong

4x10.608 equals 53.5?

Can you explain in Telugu sir

For every 90° bend 2d will be minus

Pakistani aur indian BBS different method sy😑confusing

Hindi m batao bhai

10 m beam will fail when you provide such a minimum dimension clm