I just graduated in College (Civil Engineering) but this is the time I understand practically all theories and concepts I learned from school. Was I just born yesterday? Why don’t I know this channel of yours? Am so happy I found you. This is a big help to me and to all aspiring engineering students. Thank you!!!
You explained this very clearly; pretty intuitive!! I'm a Meteorologist but like DIY in many different fields and I want to do some Civil Engineering/Masonry project; you've been really helpful (from Tanzania, East Africa)
This man will one day become an authority in his field, Very Good Explanation Sir, Keep it Up 😀. This is called IMPARTING KNOWLEDGE CORRECTLY, Even a lay man can understand his explanation.
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.
I want construct G+1 and I am looking for architecture who can do for me steel bar structure, work drawing and Elevation. I am reachable +971557619734 whatsup please contact me or connect me someone
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
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
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
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
Respected sir, Hope You are doing well. I just want to remind you that you are an awesome teacher 👍 & you are doing a great job👌. Please upload more often 🙏
The bottom bars are bent up at the ends to counter hogging (negative moment) in the beam....the shear could be countered even if the bottom bars remained at the bottom.
Longitudinal bars do not carry any shear, as they are used as flexural reinforcements. In shear, you need to consider the cross section of the concrete, if not enough, then provide required stirrups; same with torsion.
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??🙏
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??🙏
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??🙏
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.
I wish our professors also taught us practically like this. Thank you for the clear explaination
Glad it was helpful! will be coming up with more civil engineering videos, keep watching and keep sharing
@@structuralanalysisanddesign hindi / urdu me bhi bnao
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.
I just graduated in College (Civil Engineering) but this is the time I understand practically all theories and concepts I learned from school. Was I just born yesterday? Why don’t I know this channel of yours? Am so happy I found you. This is a big help to me and to all aspiring engineering students. Thank you!!!
u have to read text books.everything is there.
You explained this very clearly; pretty intuitive!! I'm a Meteorologist but like DIY in many different fields and I want to do some Civil Engineering/Masonry project; you've been really helpful (from Tanzania, East Africa)
The best explanation I have ever got.
The practical has made my engineering gone to a next level
This man will one day become an authority in his field, Very Good Explanation Sir, Keep it Up 😀. This is called IMPARTING KNOWLEDGE CORRECTLY, Even a lay man can understand his explanation.
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
@@structuralanalysisanddesign WELCOME 😀👌👍🙏🌺
Sircan we use spring coil at beam column joints along with the tmt bars
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.
It's my pleasure, i am happy this video was value addition for you, keep watching and supporting
You are a wonderful teacher and man, you explain with full heart, thanks a lot, wish we also could have teachers like you
Thanks a lot once again Rahul, i will try to solve your doubts, keep supporting us and think i am your teacher :) :)
158 dislikes for what, yaar hardly kisi ne iss way pe video daala h youTube pe , short and too the point
thank you so much Divyanshu for appreciating the content, keep watching and keep supporting
A big salute to you sir, keep doing this good work for students like us, this is a phenomenal way of teaching the subject practically.
Thanks a ton, have planned to come up with more such videos, keep watching and keep sharing
I Don't really comment videos that much but this video is just outstanding 👏 and i wanna show my appreciation for this brother. Thank you ❤
Thank you so much 😀 I hope you will continue to support us by watching and sharing, all the best
Excellent video. I feel sorry for myself for not discovering this video on youtube during my B.Tech days
Glad it was helpful! and keep watching for more informative videos
Sir .. You are Best of the Best .. I think I learnt more through you channel that I didn't learn from my 3 years diploma
Thank you so much for appreciating me, keep watching and sharing for civil engineering videos
Thank you very much sir .This kind of practically demonstrated videos helps understanding with more deeply .
You are most welcome, so nice of you, will surely come up with more videos like this, keep sharing
THIS IS WHAT PRACTICAL WAY I WAS LOOKING FOR THANKS ABIJITH, GREAT WORK KEEP IT UP
Thank you so much for the motivating words Saleem, keep supporting my work by sharing
when I first saw this video exact same words came out from my mouth. ♥️
Thank you so much, i am glad this video helped you
I want construct G+1 and I am looking for architecture who can do for me steel bar structure, work drawing and Elevation. I am reachable +971557619734 whatsup please contact me or connect me someone
Congratulations for 1 lakh view💐💐💐
This is next level teaching 💥
I hope there are such videos for 1 or 2 way slabs, Column etc.
Thanks...!
Thanks a ton, soon i will try to come up with those videos
Thank you so much for the practical knowledge.something new in youtube.
Glad it was helpful!
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
You're most welcome, have already uploaded design of columns and slab, still more videos i will be doing, keep watching
Practical is what we lack.simple line diagrams are not enough to understand while we are beginners.thank you so much for your efforts
Glad it was helpful! keep supporting
to be honest i subscribe someone very rarely... but you...are just simply awesome... and i am going to share to many people
Thank you so much for your support, keep learning
Good and straight to the point explanation. Thank you, sir!
Thanks for the appreciation, keep watching and happy learning
Sir bhut accha tarika hai aapke pas samgane ka. very nice sir.thanks sir.
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
If only if you are my teacher way back my college days I would likely be more confident in the field .Especially a fresher like me😥
So nice of you to give me appreciation like this, this means a lot for me, keep watching and keep supporting
this is what i have been looking for interpretation in english good work
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
Thanks a lot, coming up with more videos, keep watching, all the best
Why all colleges have not teachers like you , sir please make ur videos and rcc lectures ......your teaching styles is different
Thanks a ton for this appreciation Ramendra, it means a lot to me, keep watching and happy learning
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
Thank you so much for the appreciation, keep watching
Brief and excellent explanation.THANKS.
I am Glad it was helpful! Keep watching and happy learning
Watch here more
Wonderful✨😍 perfect💯✨ practical knowledge💯📖📚📝, please do like this videos sir
Sure I will, i am planning more videos of this type, stay tuned and keep watching
We want more practical videos like these
We will try to come up with more videos like this
My every doubt is clear why your explanation thanku 🤩
Thank you so much sir very helpful for all civil engineering students thanks a lot sir 🙏 .
Most welcome, all the best, keep supporting
Very well clarified sir... Hope every body will get practical tips. Keep it up.
Thank you so much, keep supporting me
Best video for student. Thank you sir
Most welcome, all the best, keep watching and sharing
Great sir,, You explained amazing..Very effective information
Thank you so much. Ur a legend
You're welcome! So nice of you, all the best, keep watching and sharing
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
Really thnkful to visulaise this in correct manner
I am happy this video helped you
Respected sir, Hope You are doing well. I just want to remind you that you are an awesome teacher 👍 & you are doing a great job👌. Please upload more often 🙏
So nice of you, these kind of love and appreciating comments motivates me everyday for doing videos
Some lectures may be given by the field engineers for having good. Practical knowledge and best inter action.
Thank you sooo much sir...❤️ . It clear my all doubts.. thank..u
I am happy this video cleared your doubts, all the best, keep watching and sharing
Good technical session reminded us of strength of Materials subject
Thank you so much for watching, all the best, keep watching and sharing
The bottom bars are bent up at the ends to counter hogging (negative moment) in the beam....the shear could be countered even if the bottom bars remained at the bottom.
The bended 45´ are necessary only if there is vertikal load on the beam.
One of the best video💖 .....I have seen on the TH-cam👍👍......keep going sir we will support u🙏
Thank you so much 😀 Keep watching and sharing for future growth
Good .simple and clear.
pls also make a similar one on slab reinforcement of double and single way .
Pls keep it up
Thank you for appreciating, Yes i am planning to go to site and explain the live examples, your suggestion noted, keep watching
Thanks sir,very easy explanation
Thanks and welcome, keep watching and happy learning
@@structuralanalysisanddesign plss make more video of two way slab design sir
Helpfull for students..
sir superb. Really it will help alot for the students
Thank you, keep watching and keep sharing
You are the best sir👍👍🔥🔥
I like this idea sir and I need more of explanation about beams and columns
Thanks a million man.
Fantastic lab arrangement
Thank you so much, keep supporting
You are doing a great work 🙏please keep it up👍❤️
Thank you so much 😀 yes will try to come up with more videos
Very Well explained Sir. Tks.
Totally amzing ..thankyou so much sirr
Fisrt time i commt any vedio i rlly liked . thankyou sirrr
So nice of you, all the best, keep supporting
Nice and informative 👍 video
Thanks a lot
Practical Class Room 👌👌👌
Congratulations 👏👏👏
Thank you so much
Good explanation sirji
Thank you, keep supporting
if my college had shown practically like this, i could have been at the top of the rank
Simply awesome , best way of explanation 👍
What I want , you are only full filled
So Great Thanks to you
Most welcome, keep watching and sharing
Thank you very much for this video
You are welcome, keep supporting, all the best
Wow sir nicely explained.... thank you sooo much sir...
Most welcome
Sir great explanation thank you sir
😍😍🤗🤗😍😍🤗🤗😍😍
Most welcome 😊all the best, keep watching and sharing
Longitudinal bars do not carry any shear, as they are used as flexural reinforcements. In shear, you need to consider the cross section of the concrete, if not enough, then provide required stirrups; same with torsion.
Very good initiative sir and explain each point clearly 👌👍
Yes
Superb explanation sir👍🏻 thank you so much 😊
Most welcome 😊 keep watching
Thankyou so much sir! This was really very helpful! I subscribed!
Thanks a lot for the appreciation and for subscription, we are coming with more videos, keep supporting us
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??🙏
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??🙏
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??🙏
this is amazing and i,m glad to found this video
Very nice explanation, thank you very much.
I am happy this video was useful to you
I like your teaching.. keep doing the good work sir
Thank you so much, keep watching and supporting
@@structuralanalysisanddesign where do you work sir ?
Superb. That was a good one out there. You have done so well.
Thank you Emeka, keep watching and happy learning
Sir You Are Great... Please Keep Making more Videos... Congrats
Thank you! I want to know which one is the top and which one is the bottom.
Sir way of your explanation nice
Thanks and welcome and thanks for liking, keep watching
I love it actually i wanna watch more
this video is much helpful...thank you sir
Very well explained sir
Amazing videos very useful
Glad you like them! support us by sharing, keep watching
Very nice way of explaining sir. Really loved it
Thanks for liking, keep watching, all the best
Thanks sir for this practical informations,
Congratulations for 1 lakh view💐💐💐
Thank you Sir
Thank you sir for the explanation.
You are most welcome, keep watching and sharing
good view thanks for sharing
Thanks for visiting
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.
Nice explanation 👍👍👍👍
Thanks for liking, keep watching and supporting
Awesome explanation
Very well explained
Very useful video
Thanks a lot
Nice information sir
Thanks and welcome, all the best
Ultimate 👌👌🙏
Just wow
Thank you so much, keep supporting
Well explained sir
Thank you
Excellent.
Thanks for listening, all the best, keep supporting
Super sir.
Thank you, keep supporting by sharing
Thanku sir ... Please upload similar videos 🙏🙏🙏🙏
Super work
Thank you sir
I am better now
Thank you, all the best, keep watching
Thank you sir, can you make video on BBS? How can we calculate the BBS of columns, beams, stair's etc.
Thanks sir 👍👍❤️❤️
Thank you so much, stay tuned for more videos