Reinforcement Arrangement of Beam | Reinforcement Details of Beam | Reinforcement detailing of beam

Here you can see the general detailing of reinforcement of a beam or reinforcement arrangement, as a RCC student or a fresher onto a site you need to read and understand the reinforcement arrangement of any structural member, here i have taken simple arrangement of a simply supported beam which is prepared for academic purpose, i have explained which are main bars, bent up bars, hanger bars and stirrups, i have also shown how the section looks through mid span and at the support. Go through the comple video and have a general idea of reinforcement of a beam.
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This video is done at Material Testing Lab of KLS Shri Vasantrao Potdar Polytechnic, Special thanks to Prof. Pradeep Kulkarni for video shoot.
If you have any queries regarding RCC you can write in the comment section and also let me know which other videos will help you academically as well as practically.
#reinforcementofbeam #rccbeam #detailingofbeam

[@denbi]

I wish our professors also taught us practically like this. Thank you for the clear explaination

[@structuralanalysisanddesign]

Glad it was helpful! will be coming up with more civil engineering videos, keep watching and keep sharing

[@sandeeprai1196]

@@structuralanalysisanddesign hindi / urdu me bhi bnao

[@AR-bk5ww]

Hi I want ask you how we put the negative bar in Stirrup's .is it at the up side or bottom on soil side.

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The practical has made my engineering gone to a next level

[@RahulGoyalloudburp]

You are a wonderful teacher and man, you explain with full heart, thanks a lot, wish we also could have teachers like you

[@structuralanalysisanddesign]

Thanks a lot once again Rahul, i will try to solve your doubts, keep supporting us and think i am your teacher :) :)

[@Chamle_Akin]

This is next level teaching 💥
I hope there are such videos for 1 or 2 way slabs, Column etc.
Thanks...!

[@structuralanalysisanddesign]

Thanks a ton, soon i will try to come up with those videos

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[@structuralanalysisanddesign]

Thanks a ton, have planned to come up with more such videos, keep watching and keep sharing

[@creatorabs]

Good and straight to the point explanation. Thank you, sir!

[@structuralanalysisanddesign]

Thanks for the appreciation, keep watching and happy learning

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[@structuralanalysisanddesign]

thank you so much Divyanshu for appreciating the content, keep watching and keep supporting

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[@structuralanalysisanddesign]

Thank you so much Kishore, your wishes means a lot to me, i hope i will always try to give knowledge in simple manner, keep watching and supporting

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[@oqtisarcadianearlgbiairpor756]

Sircan we use spring coil at beam column joints along with the tmt bars

[@simplemathematics2470]

You have made the video for us. I salute you for your effort.Many students only know the things theoretically.Practical knowledge is very important.Thanks from the core of my heart.

[@structuralanalysisanddesign]

It's my pleasure, i am happy this video was value addition for you, keep watching and supporting

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[@structuralanalysisanddesign]

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[@structuralanalysisanddesign]

Glad it was helpful!

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[@a-youtube-user-]

Thanks sir for this practical information, from bookish language we are not able to visualise but after seeing practical it prints marks in our brain and we get easily to understand, sir please more videos on design of column , rcc, slab ,gurder beam , roof strut and more

[@structuralanalysisanddesign]

You're most welcome, have already uploaded design of columns and slab, still more videos i will be doing, keep watching

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Thank you Emeka, keep watching and happy learning

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[@structuralanalysisanddesign]

Thank you so much for your support, keep learning

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Sir Thank you very much for making this kind of video. Gives a very good clarity between theory and practical
Hoping to find more content from RCC , structural analysis

[@structuralanalysisanddesign]

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[@structuralanalysisanddesign]

Thank you so much for appreciating me, keep watching and sharing for civil engineering videos

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Practical is what we lack.simple line diagrams are not enough to understand while we are beginners.thank you so much for your efforts

[@structuralanalysisanddesign]

Glad it was helpful! keep supporting

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Simply awesome , best way of explanation 👍

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Good technical session reminded us of strength of Materials subject

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Very well clarified sir... Hope every body will get practical tips. Keep it up.

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Very Well explained Sir. Tks.

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Sir bhut accha tarika hai aapke pas samgane ka. very nice sir.thanks sir.

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Thank you so much asif, aise hi mujhe support karna videos dekhke or share karke, will be coming up with lots of civil engineering videos

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[@structuralanalysisanddesign]

Thank you so much 😀 I hope you will continue to support us by watching and sharing, all the best

[@feimohd462]

Brief and excellent explanation.THANKS.

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I am Glad it was helpful! Keep watching and happy learning

[@MasterCivilEngineering]

Watch here more

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Awesome explanation

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Thanks sir for this practical informations,

[@neethuraj5501]

Sir thanks a lot ...this is the first time to have a very well explanation about the arrangement of steel bars in rcc .. Thank you sir thanks a lot... May God bless you sir

[@structuralanalysisanddesign]

Thank you so much for the appreciation, keep watching

[@amitkumar-we4wg]

Really thnkful to visulaise this in correct manner

[@structuralanalysisanddesign]

I am happy this video helped you

[@ajitvarma7906]

Good .simple and clear.
pls also make a similar one on slab reinforcement of double and single way .
Pls keep it up

[@structuralanalysisanddesign]

Thank you for appreciating, Yes i am planning to go to site and explain the live examples, your suggestion noted, keep watching

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Thank you so much 😀 yes will try to come up with more videos

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wonderful..thanks

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Thanks a million man.

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[@structuralanalysisanddesign]

Thanks a lot for the appreciation and for subscription, we are coming with more videos, keep supporting us

[@cstechguruji.Hari5]

I love Structural Engineering! At work site, spacing of stirrups in beam formula
As per 1.5 of IS 456, the maximum spacing of the stirrups = 0.75 d = 0.75 (450) = 337.5 mm = 300 mm (say). d is thr effective depth of besm.So, we select 10 mm, 2 legged stirrups @ 150 mm.I c/c..One This fig is not rigid In beam both side of end span L/4 spacing reduced and beyond L/4 the spacing increased depending upon Shear force!Kindly correct if I am wrong??🙏

[@cstechguruji.Hari5]

I love Structural Engineering! At work site, spacing of stirrups in beam formula
As per 1.5 of IS 456, the maximum spacing of the stirrups = 0.75 d = 0.75 (450) = 337.5 mm = 300 mm (say). d is thr effective depth of besm.So, we select 10 mm, 2 legged stirrups @ 150 mm.I c/c..One This fig is not rigid In beam both side of end span L/4 spacing reduced and beyond L/4 the spacing increased depending upon Shear force!Kindly correct if I am wrong??🙏

[@cstechguruji.Hari5]

I love Structural Engineering! At work site, spacing of stirrups in beam formula
As per 1.5 of IS 456, the maximum spacing of the stirrups = 0.75 d = 0.75 (450) = 337.5 mm = 300 mm (say). d is thr effective depth of besm.So, we select 10 mm, 2 legged stirrups @ 150 mm.I c/c..One This fig is not rigid In beam both side of end span L/4 spacing reduced and beyond L/4 the spacing increased depending upon Shear force!Kindly correct if I am wrong??🙏

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[@structuralanalysisanddesign]

So nice of you, these kind of love and appreciating comments motivates me everyday for doing videos

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Very well explained

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[@structuralanalysisanddesign]

Most welcome, all the best, keep supporting

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Ultimate 👌👌🙏

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Superb explanation sir👍🏻 thank you so much 😊

[@structuralanalysisanddesign]

Most welcome 😊 keep watching

[@somasundaramjagadeesan4195]

Your work shop session is very nice and informative i want to hint a correction for the simply supported beams rebars are cranke for the following purpose.
The crank bars or bent up bar are very important in R.C.C beam or slabs construction because without countering the Hogging (Negative moment) the structure will fail or the strength of the structure will reduce. The hogging bending moment will develop at the supports of the slabs and beams. Not for shear transfer.
Thank you

[@mahadevlover9524]

Thank you sooo much sir...❤️ . It clear my all doubts.. thank..u

[@structuralanalysisanddesign]

I am happy this video cleared your doubts, all the best, keep watching and sharing

[@UmarKhan-ui1cw]

Best video for student. Thank you sir

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Most welcome, all the best, keep watching and sharing

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Fantastic lab arrangement

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Thank you so much, keep supporting

[@ar.kathousanasingha8900]

Very well explained sir

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Very nice way of explaining sir. Really loved it

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Very good initiative sir and explain each point clearly 👌👍

[@MasterCivilEngineering]

Yes

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We want more practical videos like these

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We will try to come up with more videos like this

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sir superb. Really it will help alot for the students

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Thank you, keep watching and keep sharing

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Wow sir nicely explained.... thank you sooo much sir...

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Most welcome

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I am happy this video was useful to you

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Thank you sir for the explanation.

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You are most welcome, keep watching and sharing

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Thank you very much for this video

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You are welcome, keep supporting, all the best

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Helpfull for students..

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Congratulations 👏👏👏

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Thank you so much

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Thank you sir.

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Good explanation

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Thank you🙏💕

[@structuralanalysisanddesign]

We are glad this video was useful for you, keep watching and support us

[@lisbethtamata9606]

Thank you! I want to know which one is the top and which one is the bottom.

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Thanku sir ... Please upload similar videos 🙏🙏🙏🙏

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Nice and informative 👍 video

[@structuralanalysisanddesign]

Thanks a lot

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Thanks sir,very easy explanation

[@structuralanalysisanddesign]

Thanks and welcome, keep watching and happy learning

[@komalkumari5967]

@@structuralanalysisanddesign plss make more video of two way slab design sir

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Totally amzing ..thankyou so much sirr
Fisrt time i commt any vedio i rlly liked . thankyou sirrr

[@structuralanalysisanddesign]

So nice of you, all the best, keep supporting

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Some lectures may be given by the field engineers for having good. Practical knowledge and best inter action.

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Glad you like them! support us by sharing, keep watching

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So Great Thanks to you

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Most welcome, keep watching and sharing

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Thank you 😊🙏

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Congratulations for 1 lakh view💐💐💐

[@structuralanalysisanddesign]

Thank you Sir

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Thanks a lot sir....

[@structuralanalysisanddesign]

Thanks for appreciating Nikhil, keep supporting us

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[@himanshu1312gupta]

Very good video... But there can be some corrections..
You are assuming this as simply supported this is wrong according to reinforcement details. There is bent up bars near the supports but in simply supported arrangement rotation is allowed in both the end and because of this there is no negative moment. So no extra bar needed in top fiber near the supports. Bent up bars are needed in fixed beam.

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Nice Video

[@civilengineeringpost9744]

good view thanks for sharing

[@structuralanalysisanddesign]

Thanks for visiting

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Sir great explanation thank you sir
😍😍🤗🤗😍😍🤗🤗😍😍

[@structuralanalysisanddesign]

Most welcome 😊all the best, keep watching and sharing

[@PrakashKumar-fv2rl]

Thank you sir, can you make video on BBS? How can we calculate the BBS of columns, beams, stair's etc.

[@muhammadyousaf8188]

Very good sir thanks for more helpful video as particular thank you sir

[@structuralanalysisanddesign]

Most welcome, keep watching, all the best

[@GiGaChadAF]

Please explain the codal provisions for providing stirrups with less C/C distance near beam- column joints.

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I like your teaching.. keep doing the good work sir

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Thank you so much, keep watching and supporting

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Excellent.

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Just wow

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Osm sir

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[@structuralanalysisanddesign]

Thank you so much, stay tuned for more videos