Bar Bending Schedule of Beam

This video shows the bar bending schedule of beam. Bar bending schedule of beam consist of different types of bar used in beam, reinforcement description, bar shape, no of bar, bar length and total length of bar. One can get all details of beam reinforcement in bar bending schedule. Stirrups are also used in beam and their bar bending detail are also present in this video.
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[@civilengineering94]

Subscribe to my new Channel :)
ruclips.net/channel/UCFON1In_xIuPqWc_GGWawUQ

[@NtiyisoRikhotso]

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

[@civilengineering94]

You are so welcome!

[@kidslearninguni56]

Hmm bro you can carry on

[@ejekhineyahaya3063]

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

[@valigondanaveenkumar2152]

Awesome teach sir 🙏🙏🙏

[@ernarendraramteke9696]

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 👍

[@dheerajkhanal7251]

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

[@civiljagat3483]

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

[@akhan8456]

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

[@civilengineering94]

Glad it was helpful!

[@zulfikarali9596]

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

[@saisanthu1578]

Explanation is clear

[@sheikhkais4140]

Niceeeeeee. Sir

[@vtubergaming5899]

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

[@Idiyesmin]

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.

[@civilengineering94]

Thanks, appreciated

[@selvarajmurugan9996]

No of bend x 2d is correct

[@youknownothing9196]

@@selvarajmurugan9996
For 45° it is (x1)
For 90° it is (x2)

[@rammuthu85]

Nice explain sir Thank you.

[@civilengineering94]

You're most welcome

[@zeusedwards9311]

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

[@kenlinetoh7913]

Thanks sir this video has helped me alot

[@civilengineering94]

Most welcome

[@ransfordfrance2343]

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

[@pasqualesebastian106]

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

[@kidslearninguni56]

Tnx alot

[@ganeshhiwale3571]

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

[@jonroy7652]

nice line 😁 bro..

[@midreesidrees385]

Why too much space between stirups? Pls share formula?

[@engrwajidalikhan9633]

Thank u sir lots of love

[@civilengineering94]

Always welcome

[@sharmashabnam4062]

thank you sir..

[@civilengineering94]

Welcome!

[@SANJAYSINGH-fu1gr]

Gd..

[@civiljagat3483]

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 🤪🤪🤪🤪🤪

[@armaghanjanjua1390]

hhhhhh..i also noted this point ..*******

[@miangul9471]

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

[@habeebullashaik9521]

Hi sir was interested

[@saadmehboob2158]

Bar bending schedule of column

[@musanoj8323]

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

[@salehahmed5961]

yes. you are correct

[@sudiaujwal]

Yes, ur correct

[@sudiaujwal]

Why we are taking hook length 12d

[@saeelourrahman834]

Yes

[@s_o_u_l_m_a_t_e_]

All bottom bars are 12 mm dia??

[@ziauddin7948]

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

[@kidslearninguni56]

Its 3d bro

[@rajnandini2916]

Way better explanation compared to my professors 😅

[@cuckatoo8360]

Hi sir..
Can you help me what does 330 means in this detail?
2T12 125-330 B1

[@snehaciv]

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

[@IANBD]

Nice thanks to share

[@civilengineering94]

Thanks for watching

[@ransfordfrance2343]

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

[@nayebali1032]

Beam detail droing and measument

[@PraveenKumar-et1uc]

Hook lenght is 9d

[@TravelWithAyale]

🎉

[@mccccccccccc]

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?

[@civilengineering94]

Its using in almost every code

[@Arunkumarmourya128]

I think beam clear cover is 20mm

[@sudiaujwal]

Why we are taking hook length 12d

[@ejekhineyahaya3063]

Some books using 12d

[@ItIsArpanKoirala]

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

[@akkalachaitanya1244]

Can you explain in Telugu sir

[@jeromelopez9414]

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

[@abhrojyotikarmakar6447]

L = 6D AS PER M Chakraborty

[@MdMonir-cv2xh]

Specing no 500 mm mix 300 mm

[@kreemalbasara8971]

Thisa is explanation according to American code

[@jstorm858]

4x10.608 equals 53.5?

[@churchilldubshforyou4802]

42.432 is the ryt answer

[@mathiganesan7514]

42.438 correct answer

[@soumopramanick3668]

Wrong the stirrup will be 21

[@MdMonir-cv2xh]

Calculate rwong

[@yaredyitbarek3231]

10.608*4 is not 53.5

[@armyofficermanishsharma5039]

right bro

[@uditpatel1397]

Excel sheet melega kya

[@soumopramanick3668]

For every 90° bend 2d will be minus

[@pavankumar-cx9dd]

Yes ur the correct.
1d for 45° & 2d for 90°

[@bhaskarananil5170]

its wrong

[@zeeshanakhtar6696]

Hindi m batao bhai

[@aqdasshahwaiz3634]

Pakistani aur indian BBS different method sy😑confusing

[@structuraldrawingsforfresh9437]

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