hello sir,sir apki is video se mjhe bhut zyada fayda huva hai kyu ke mai apni dgree complt ke dirct kuwait aagya ho tu mjhe inta knowldge nhi tha lekin isliye mai apki roz video dkhta ho jis se mjhe bhut kuch sikhne milta hai.thankx for all this video insha allah aapko or kamyabi mile
SIR AP JO ITNI PRETTY DRAWINGS AND STECKHING K SATH JB SAMJHATY HAN TO REALLY BHT MAZA ATA HA jo skeching ap krty han muje abhi tak kahen nazar nhi i really amaizing
Reinforcement was always a head ache for me. But after I learned from your videos, I accurately calculated the steel for the pile foundation of my house, Yesterday pile cap and today beams. Now I will calculate columns and slabs also slowly. All this without depending on any civil engineer (I am electrical engineer!). Thanks a lot for this dear Mukesh!
Sir you are great because when I joined new. Company than senior not takeing seriously so on day I face a lot of problems but after that when I am seeing your vedio than sir I can't explain sir thank sir
Sr ur video is too helpful for me because when I have done my degree I was less knowledge as well as confidence but Sr by ur videos I felt more comfortable as well as confident thanx Sr grt job Sr god bless you as well as ur family
Such a Helpful class dear sir; 100% conceptual class as similar to always you are do for us. Thanks a lot dear sir for listening our problems and now we will all be waiting for your Slab class also...
Stirrups are basically given to resist shear and vibration effect, not for resisting bending moment. So zone a and zone b are made according to the distribution of shear force in the beam...zone a is high shear zone so more stirrups are placed there and zone b consist less shear and more bending moment so optimum number of stirrups are there.
Sir your videos are so helpful.I am watching your videos for so many times and I have learn many things.sir it would be helpful if you also make videos about site, how really things are done on site and also explain those knowledge which will be helpful.thank you very much
I think the reason the stirrups are closely spaced at supports is because there is more shear force acting near the supports and it's not because for the higher moments at the supports as you say in this video at 8:35 mins .
Rajeeb Shakya yaa maximum shear force at ends... And due to max shear force diagonal cracks will develop so that we have to provide stirrups diagonally but that is difficult to provide stirrups too diagonally so that we provide stirrups vertically and closely spaced....
Sir, you have an excellent way of teaching but on some topics, you also have to clear your doubts like the clear, nominal and effective cover. Clear and nominal cover both are the same thing and effective cover is clear cover+half dia of bar.
very informative. Good job. Just one error . In beam bending moment is minimum at the end points and max at the centre. Increase in number of stirrups is due to increase of shear force at the ends not the bending moment. 8:50 min
Sir, Being a civil engineer seeing your videos brought ease in my calculations.I have seen BBS of beam and it's two example and I have doubt which I have mentioned below-- 1. Why lapping of bottom extra is provided at column whereas for top EOS it's done in beam? Thanking you in advance. Regards Baghel Singh
Vertical stirrups are used for shear force, main reinforcement bars are used for resisting bending moment.. Shear force is maximum at the supports and minimum at the centre, so we provide more stirrups near the support region and minimum in the centre region..that's why less spacing is provided near supports and maximum spacing at the centre for stirrups
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If any one dia. of bar in left ,right ,or middle shown change than which dia we need to consider
Sir,bahut achha session hai...sir plzz suggest me mera wbpsc ae interview hain...kaise prepare korenge..I have no exp for any job...
hello sir,sir apki is video se mjhe bhut zyada fayda huva hai kyu ke mai apni dgree complt ke dirct kuwait aagya ho tu mjhe inta knowldge nhi tha lekin isliye mai apki roz video dkhta ho jis se mjhe bhut kuch sikhne milta hai.thankx for all this video insha allah aapko or kamyabi mile
Thanks
aaqib aklekar
+parvati chavdhari yes
*aaqib aklekar* bro plz give me Yr Wapp no. at wazeerahmed756@gmail.com
sir aap ghar baithe jeeto jackpot ki tarah ho ! tnku for showing sight of actual site !
SIR AP JO ITNI PRETTY DRAWINGS AND STECKHING K SATH JB SAMJHATY HAN TO REALLY BHT MAZA ATA HA jo skeching ap krty han muje abhi tak kahen nazar nhi i really amaizing
Thank u sooo much. Aapke videos se bahut kuch seekh ne ko mil raha hai. I will suggest your channel to all my friends.
Lots of thanks to you brother iss cheez ko koe engineer site nahi sekha na chata becoz or aap ne batta deya thnq thnq thnq thnq
Reinforcement was always a head ache for me. But after I learned from your videos, I accurately calculated the steel for the pile foundation of my house, Yesterday pile cap and today beams. Now I will calculate columns and slabs also slowly. All this without depending on any civil engineer (I am electrical engineer!). Thanks a lot for this dear Mukesh!
its an honour sir. Thanks
Sir you are great because when I joined new. Company than senior not takeing seriously so on day I face a lot of problems but after that when I am seeing your vedio than sir I can't explain sir thank sir
Really Supb sir...aapke smja ne ka tarika or explain KR ke samjane ka tarika really awesome
Very good video sir . Been in this industry for 5 years still learning alot
Good teaching in a detailed and simple manner of the concept made CLEAR !
Dear Mukesh Bhai ap ka bahut bahut dhanyawad 🙏
Sr ur video is too helpful for me because when I have done my degree I was less knowledge as well as confidence but Sr by ur videos I felt more comfortable as well as confident thanx Sr grt job Sr god bless you as well as ur family
Very Useful and Excellent way of Explaination I impress the way explaination
Gbu sir ji aapke bahut hi jyada achhe videos Hote he 😍
sir, Your videos are so helpfull to beginners like me. so please sir keep it up, make more and more videos. Thank you so so much......
thanks ap ki waja se bht hlp hoti hy meri
Sir ap happy new year 2017
Sir apka video feb 2023 m dekh rha hu
Bbs smj aya
Thank you sir
Sir your teaching is awesome... I have became big fan of you.. i have learnt lot of in single video of yours... Thanks a lot for makig this videos
Iam a mechanical engineer and i enhanced my knowledge by this wonderful information of civil. Thanks brother
Good bro
u r sooooooooooooooo nyccc..........ur teaching skills r awsmm,,,,,,sir thnxx alottttttt,,,,
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Please refer
Good see here more
your videos are awesome. i am happy you are on youtube
Excellent and sincere presentation. Thank you dear Mukesh!
Thank you Sir
awesome. just awesome. u can make an illerate person understand all this stuff with your teaching skills.
clear visions, clear voice.
just loved it.
Thanks
I was searching for this vdo ...finally it's appeared me automatically...
wonderful L & T....very easy to understand..thanks sir..
Thanks a lot- U made it very simple, easy to understand-- Very much appreciated for your efforts--
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Jee great job. Nobody can explain like you.
K.V.S From Kerala.
Thanks
Right
Such a Helpful class dear sir; 100% conceptual class as similar to always you are do for us. Thanks a lot dear sir for listening our problems and now we will all be waiting for your Slab class also...
appreciative efforts about sharing knowledge on topics of civil engineering. Pl. continue Thanks.
Wow sir , thankyou for this kind of session..I'm really helpful .Allah bless you
Watch more here dear
Thank you sir,,u r a great person,ur teaching techniques is very good,,u have cleared all my doubts..
fantastic calculation of beam bottom & top bars cutting length & rings cutting length #
Very nice video sir
Aap bohat ache se sikhate ho.born teacher😃
Your way of teaching is really very awesome... thank you !
Good way of explaining.I am learning.
Thanq so much dear sir for good teaching
hello sir you are a good teacher. your teaching skills are very good. and happy teachers day.
Very nice explanation... Keep it up
Very nice and clear explanation....really helpful sir..plz keep posting...
Thanks
Excellent video to watch and learn. looking forward for more.there are a lot of things to learn from here.
I really like your work... Very useful...
You are teaching really well, better than our university teachers :)
jab bar ki length calculate karoge to beam ke clear span (5m) me dono supports ki dimension (600mm+600 mm ) ko add krna padega.
Thank you so much. sir you have amazing skill for bbs explanation
very much useful information sir.Thanks.
Stirrups are basically given to resist shear and vibration effect, not for resisting bending moment. So zone a and zone b are made according to the distribution of shear force in the beam...zone a is high shear zone so more stirrups are placed there and zone b consist less shear and more bending moment so optimum number of stirrups are there.
Thanks. I was wondering why he said it was for bending
doing great job sir.... highly appriciated.
Thanku so much sir, you have clearly explanation capacity & every body can understand it easily.
Thanks
How we calculate the ring wait sir plzz tell me a detail sir
awesome video sir itna acha to mere college me bhe nahi bataya tha mere teacher ne 😀😀😀
Thank you
Thank you so much (best video)
Thanks my bro awesome video. I learn more and more with your videos so plz uploads new video and also u r very sincere person.
Thanks
Nice sir
Bhut good knowledge diya sir
nice video sir looking forward for more videos from u...
thanks so much sir ....this video cleared my basic doubt
excellent beam reinforcement bar length & rings numbers calculations #
thnx a lot sir.. We appreciate u and ur channel for helping us..
Thanks sir
Thankyou so much for teaching us n giving Ur valuable time. Thankx a lot.
Great!...liked it so much!
Thankyou very much I downloaded it for future reference
very good to understand...Thanku sir
very helpful video. nice teaching methods 🙏
Thank you so much Sir for explaining this way, this will save my career
ekdum jhakass.. nice video bro.
Thanks brother
very well explained sir... Plz keep on posting such important videos.. (Y)
ok good do more videos on BBS...this BBS videos is useful for every civil engineer
Thanks
Sir your videos are so helpful.I am watching your videos for so many times and I have learn many things.sir it would be helpful if you also make videos about site, how really things are done on site and also explain those knowledge which will be helpful.thank you very much
Yes they are see here more
mst video h sir mja a gya or daliye ese video
thank you so much sir . iam glad i found your channel.
you are awesome .
i salute sir really very fantastic
Very helpful video
thank you Sir !....
sir i great its really helps me alot ...
thanks alot
keep us giving knowledge like this
I think the reason the stirrups are closely spaced at supports is because there is more shear force acting near the supports and it's not because for the higher moments at the supports as you say in this video at 8:35 mins .
Rajeeb Shakya yaa maximum shear force at ends... And due to max shear force diagonal cracks will develop so that we have to provide stirrups diagonally but that is difficult to provide stirrups too diagonally so that we provide stirrups vertically and closely spaced....
Superb bhai....👍
Sir, you have an excellent way of teaching but on some topics, you also have to clear your doubts like the clear, nominal and effective cover. Clear and nominal cover both are the same thing and effective cover is clear cover+half dia of bar.
Great ho app Sir ji.....🙏
Great experience Sir . 😍😍
Best video for beam
I had knew that ..as compare to lap beam vdo ..here view will more
thnkk you sir! waitng for next video! :)
You welcome
Thnq Sir, awesome video
Awesome!!
waiting for slab bbs.
Well done 🙏
Sir aapka video bahut pasand hai OK sir
sir thank you for your video we need more civil engineering problem solve,from Ronit lal, Dhaka, Bangladesh
Thanks for explation
Thank you sir it's very helpful.
very informative. Good job. Just one error . In beam bending moment is minimum at the end points and max at the centre. Increase in number of stirrups is due to increase of shear force at the ends not the bending moment. 8:50 min
Good video
Well explained
nice.... perfect.....😊😊...
Sir,
Being a civil engineer seeing your videos brought ease in my calculations.I have seen BBS of beam and it's two example and I have doubt which I have mentioned below--
1. Why lapping of bottom extra is provided at column whereas for top EOS it's done in beam?
Thanking you in advance.
Regards
Baghel Singh
thank u sir
what a great explanation
great job sir
this videos means a lot for us
You welcome
Super sir happy new year
thanks sir,we all r waiting for this thank u so much sir
Thanks brother
Vertical stirrups are used for shear force, main reinforcement bars are used for resisting bending moment.. Shear force is maximum at the supports and minimum at the centre, so we provide more stirrups near the support region and minimum in the centre region..that's why less spacing is provided near supports and maximum spacing at the centre for stirrups
Well explained.