SIR REALLY I HAVE NO WORDS FOR YOU NOW I HAVE NOTE COMPLETE WORK WITH SKECTHING SAME LIKE YOU AND 4 TO 5 HOURS TIME SPEND DURING LISTNING AND WRITING THEAN I REALIZE HOW MUCH EFFORT YOU SHOULD BE APPLIED FOR THIS BUTT AM VERY THANKFUL TO YOU. AND KEEP IT UP DONT STOP
thank u vry much sir apni knowledge share krne k liye.....civil se related kaafi kam stuff h seekhne k liye.....video mai aapne ek ek baat bhut clearly samjhai h thank u vry much sir keep uploading such videos👍
Dear Sir this class is a tremendous class and you always do a great job. But dear sir if you feel free any time please do a class on a simple small building and explain everything included on that building. I will be waiting for that class dear sir b/c you are sharing 100% field related videos and i hope all of your viewers will agree with me in this topic. Thanks
Nice Explanation.But In practice we do not provide full 12 m length bars in columns.We go placing the bars floorwise .As Ground for slab is to be casted first then bars will project maximum up to Zone B falling between floor 1 and floor 2 .So in present case the first lap should be provided at 1500+600+200+3000+600+1000-(60+25+25)=6790 height.
I am myself a civil er. I have learnt work from my experience only. Your tips and guide will not be available on any book on this earth. That's bcoz it's all about practical things we do. Just like where to place the lapping and all sorts of those things. It feels really nice to see someone doing efforts to share practical knowledge that we gain from sites and works. Really a very good work champ. Keep sharing these things, who knows I might end up in learning anything new too from your videos. B coz you can never learn everything of construction even if you work on various kinds of projects till death. Very good work man. Good luck !!
Mukesh bhai thank you very much bhai . aap best ho. college ke teachers se ache padhaate ho aap. Par ek nivedan hai bhai, please ek live example leke banao. ek choti building ke rcc drawings mein footing se leke column beam slab tak . please bhai ho sake toh banaana. thank you very much . god bless you
I have found a loop hole except those described by 'satya padhi'. In the cutting length of vertical bars, you have calculated two type of bars one is 20 dia and another is 16 Dia, but again if u see closely the two types of 20 dia bars contain two separate lapping positions and needed to calculate separately. Again in cutting length of stirrups you have taken only (90° bend ×5) instead of( 90° bend ×3) +( 135° bend ×2). Rest thanks for this great effort. I am quite thankful to you for these videos. Hats off
Thank you so much for all your videos. They are really helpful for us..I learned a lot from them. Also, you teach very nicely and effectively. Thanks a lot.
sir ur lecture are good and has good basic knowledge that help for fresh civil Engineer I m also an civil Engineer ur video help me lot but sir small confusion itna long vertical steel hum stand kaise kar payenge column me
thanks very much ... we are waiting for ur new videos.. once again thank u very much... if u get free time then, sir plz upload video details for layout of foundation.. I have one more request that dear sir plz take a coaching class in a week
Sir pahile to Mai aapko thankyou bolugi kyuki aapki vedio se muje Bahut help hua hai. Pls sir aap eaise vedio banao jisme. Beam length par Kitne size ki beam aur kitna aur konsa steel use karege. Eg agar 5m length ka beam hai to uska depth kitna Lenge aur konse size ka steel use karege uspar plz vedio banaye.plz urgent hai.
good presentation, thanks. i believe int the cutting length calculation of column stirrup, the bend considered should be three numbers of 90 degree bend and 2 numbers of 135 degree bend[video @ 36 minutes]. pls confirm.
Well kid, your drawings are quite beautiful and the way of your explaination is absolutely wonderful and clear enough. The reason why I thought of placing the comment is, I found you've a little confusion in small areas. Well, ld is the development length which is 300 mm in this case. Lap length is never termed as ld anywhere. Next thing is clear cover. It is the distance between face of the bar to face of the concrete.Next thing is, you are calculating the cutting length. So, go with measurements from centre to centre. Which means, you need to deduct half of the dia of bar to be precise, specially when you are calculating bar lengths. Even 10 mm can make a huge difference in any project work. Next thing is, deduction for 16 mm rebar. It will not be the same as that of 20 ones only, not b coz they come in between but b coz you can't start reinforcing the vertical part unless your base mat is done but these two bars are at centre. So they won't come over the distributed 25 mm bar. One more thing is that you have included 1 Mt length in lap twice. Most importantly, column bars never get bend and go inside any beam or slab ever. As an engineer you need to take care of these small things or else everything else is superb. Keep your good work on. It will help many guys who really want to learn something practical. Good job little guy. ☺
L & T - Learning Technology ... Sir if there is any corrections as per this guy plz notify us in the comments section ....And u r truly doing a great work. U totally proofed that humanity do Exists. Plz do reply if there's any corrections
Sir aap Jo vedio bante BBS ke aap plz Hume excel sheet Mai batoge Kaise formula put up karege plz sir. It will really help me and others too. BBS ka Theory samaj Mai aagaya plz aap excel Mai bhi batado.
Maza aa gya sir aaj laga kisi ne khuch shikhaya
Aise hi khuch isi tarah k topic par video banaya kro sir
Thankyou
Bhut bdiya explain kiya hai bhai... ✌️👌👌👌✌️
SIR REALLY I HAVE NO WORDS FOR YOU NOW I HAVE NOTE COMPLETE WORK WITH SKECTHING SAME LIKE YOU AND 4 TO 5 HOURS TIME SPEND DURING LISTNING AND WRITING THEAN I REALIZE HOW MUCH EFFORT YOU SHOULD BE APPLIED FOR THIS BUTT AM VERY THANKFUL TO YOU. AND KEEP IT UP DONT STOP
Thanks sir.
SIR ya slab or beam wegera ka desingn procjer pa bhi apny vedios bnae han kia ??
You are great sir. Thank you for teaching us the things no one else would have taught.
Out of 5 bends 2 is of 135 degree and I think for 135 bend deduction is 3d..
No One Can teach like You!......Hats Off!!!!
BBS of the column is very much useful and the lecture is very well simplified to understand the complexity of calculations.
thank u vry much sir apni knowledge share krne k liye.....civil se related kaafi kam stuff h seekhne k liye.....video mai aapne ek ek baat bhut clearly samjhai h thank u vry much sir keep uploading such videos👍
Thanks man u cleared all my concepts please make more videos
You are greate sir..I love u so much because you teach us in simple language..
Bhai aap bahut acche se samjhaye.thanks buddy
sir maine aapke videos dekhe h bhot achhe lge ummeed h mjhe yha se bhot kuch seekhne ko milega
Thanks
Dear Sir this class is a tremendous class and you always do a great job. But dear sir if you feel free any time please do a class on a simple small building and explain everything included on that building. I will be waiting for that class dear sir b/c you are sharing 100% field related videos and i hope all of your viewers will agree with me in this topic. Thanks
Everything in a video is not possible my dear friend. So i will teach every thing part by part :)
yes sir that will be fine but dear can you explain that ( What is the meaning of tolerance in a building) explain it briefly please sir
fayaz khan
u r right fayaz,we all need something like this,school dont teach us like l and t sir
fayaz khan
Sir your teaching skill is very very excellent...thank you sir for making a video.
Excellent brother !! Teaching is an art, what a Phd professor does not understand
Nice Explanation.But In practice we do not provide full 12 m length bars in columns.We go placing the bars floorwise .As Ground for slab is to be casted first then bars will project maximum up to Zone B falling between
floor 1 and floor 2 .So in present case the first lap should be provided at 1500+600+200+3000+600+1000-(60+25+25)=6790 height.
sir your teaching skills is excellent. its very helpful. Thank you so much...
The way u explain is superb.Lot of thanks.
You are most welcome
Try to keep posting whenever you get time. Your lectures will help evolve so many of us . Thanks for this 😊
You welcome
Sir in actual condition it is very difficult to use 12 mt bar..because itni lmbi bar handle nahi hoti islie 2 pcs Mai use ho pata h..m I right??
Yes we have to take lap length at every slab...Dont know how he did not mention it
@@hashimquereshi155 correct
I am myself a civil er. I have learnt work from my experience only. Your tips and guide will not be available on any book on this earth. That's bcoz it's all about practical things we do. Just like where to place the lapping and all sorts of those things. It feels really nice to see someone doing efforts to share practical knowledge that we gain from sites and works. Really a very good work champ. Keep sharing these things, who knows I might end up in learning anything new too from your videos. B coz you can never learn everything of construction even if you work on various kinds of projects till death. Very good work man. Good luck !!
Thanks sir. U this comment means alot to me. Its a asset to me. Thanks
L & T - Learning Technology. Always welcome sweet guy. ☺
BEST KNOWLEDGEABLE VIDEO ....THANK YOU SIR
Thank u sir.......very nicely described
Great job Sir...... thanks sir......
bhai jabardast 1 no. 👌
very nice teaching ,like it.....Sir,keep it up......
YOU ARE GREAT SIR I HAVE LEARNT LOT OF THINGS FROM YOUR VIDEOS,THANK YOU SO MUCH
Mukesh bhai thank you very much bhai . aap best ho. college ke teachers se ache padhaate ho aap.
Par ek nivedan hai bhai, please ek live example leke banao. ek choti building ke rcc drawings mein footing se leke column beam slab tak . please bhai ho sake toh banaana.
thank you very much . god bless you
Thanks for such a very useful video.
very good sir
tension matlo sir
you are doing your best
congratulations for your website
Thanks for your valuable support
I have found a loop hole except those described by 'satya padhi'. In the cutting length of vertical bars, you have calculated two type of bars one is 20 dia and another is 16 Dia, but again if u see closely the two types of 20 dia bars contain two separate lapping positions and needed to calculate separately. Again in cutting length of stirrups you have taken only (90° bend ×5) instead of( 90° bend ×3) +( 135° bend ×2). Rest thanks for this great effort. I am quite thankful to you for these videos. Hats off
Love u h bro bas ese hi freshers ki help karte rhenea 😍
Thank you so much for all your videos. They are really helpful for us..I learned a lot from them. Also, you teach very nicely and effectively. Thanks a lot.
Thanks a Lot. Video is very Helpful. Explains Everything.
Very good information.
sir ur lecture are good and has good basic knowledge that help for fresh civil Engineer I m also an civil Engineer ur video help me lot but sir small confusion itna long vertical steel hum stand kaise kar payenge column me
Thanks For Teaching Sir
Well done 👍
sir aap bhut accha btate ho
btw mukesh your work so good and clean to understand me , thank you so much for share all information to us
Excellent sir. U r a gem
Thank for your video sir i actually learnt bbs now just going to do some practices to be perfectly😊
Nice n thank u somuch sir..... your explanation is too good...👌
Very good practical video to learn how to design and erect colomns.
YOU R AWESOME...
I GAIN PERFECTION OF CIVIL
Thanks you sir for learning
Thanks alot sir.
your videos are very informative and useful.
Keep it up.
and thumb up for your this effort.
You welcome
thanks very much ... we are waiting for ur new videos.. once again thank u very much... if u get free time then, sir plz upload video details for layout of foundation.. I have one more request that dear sir plz take a coaching class in a week
GOOD EFFORT , REALLY WELL EXPLAINED . THANK YOU , SIR.
Sir pahile to Mai aapko thankyou bolugi kyuki aapki vedio se muje Bahut help hua hai. Pls sir aap eaise vedio banao jisme. Beam length par Kitne size ki beam aur kitna aur konsa steel use karege. Eg agar 5m length ka beam hai to uska depth kitna Lenge aur konse size ka steel use karege uspar plz vedio banaye.plz urgent hai.
But we take lap length at every slab level how we insert the 12 m long steel at a one time
Lap will be provided at mid of column
And half of total bar should lap in one time.
So u can lap alternative at every floor at mid of columns
Right
Boss you are excellent!!
Narayan Bless 🙏 You
Just Awesome!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
are wha sir I am very happy because you has came new video
ap khus to mai bhi khus
Ur doing great job sir bbs slab
Nice vedio Sir
amazing
no words are enough to appreciate you
such as a excellent teaching
I learnd alot from u thanx
keep it up
Thank you sir, you have given lot of knowledge
your video is very good sir
i like your bbs concept and way of explanation
Thanks
Wonderful video. Go ahead.
it helped me a lot..thank you sir. would love to have a class on details of costing and estimation...keep up the good work..
Really great information brother. Keep posting such videos. Great job 👍🏻
Excellent presentation. Thank you.
Thanks and welcome sir
sir your class is very good and excellent sir please upload the video on foundation marking
Great sir ji
Thank you rana brother
thank you sir.... for your invaluable support....
You welcome
Excellent Sir..
great job sir , thankyou very much dear sir
You welcome
Thank you sir Jee miss u
ya Sir you are very helpful thanks for this video
You welcome
Excellent but very deep
you're doing a very good job Mukhesh. All the best 👍🏽
Thank you Prosun :)
awesome bro.. u r doing really good work.. Thanx bro.
Thanks
Dear sir,
I am satisfied with all of your videos, but please make a video on bbs of circular column.
Sir Mai sabh videos dekhar last Mai yehi meri problem solve Hoti hai
Keep Learning 👍
brother u are doing very good job.
v are keen to learn how to design a beam column and slab if it is possible
90°bend=2d,. 135° bend toh 3d hoga na?? In place of 5*2d.
Baki sab very nicely explained...thank you..
Hello sir me apka sara video dekhta hu ob bahut jabardast videos ha mere ko yeh pochna ha pile cap pe vertical ties kun use kartay ha ...
Thanks for this videos.👍
You welcome
Excellent
Excellent broo very mathad sir
good presentation, thanks. i believe int the cutting length calculation of column stirrup, the bend considered should be three numbers of 90 degree bend and 2 numbers of 135 degree bend[video @ 36 minutes]. pls confirm.
very nice.. Video..Sir..please upload BBS for beam and slab
ok i will
very nice techer thank you
You welcome
Nice n thank u somuch sir..... your explanation is too good...👌
REPLY
1
Sir g apto great ho
sir your videos are superb...hats off to you..
i would like to know d same regarding foundation bbs and the volume of aggregates required
Well kid, your drawings are quite beautiful and the way of your explaination is absolutely wonderful and clear enough. The reason why I thought of placing the comment is, I found you've a little confusion in small areas. Well, ld is the development length which is 300 mm in this case. Lap length is never termed as ld anywhere. Next thing is clear cover. It is the distance between face of the bar to face of the concrete.Next thing is, you are calculating the cutting length. So, go with measurements from centre to centre. Which means, you need to deduct half of the dia of bar to be precise, specially when you are calculating bar lengths. Even 10 mm can make a huge difference in any project work. Next thing is, deduction for 16 mm rebar. It will not be the same as that of 20 ones only, not b coz they come in between but b coz you can't start reinforcing the vertical part unless your base mat is done but these two bars are at centre. So they won't come over the distributed 25 mm bar. One more thing is that you have included 1 Mt length in lap twice. Most importantly, column bars never get bend and go inside any beam or slab ever. As an engineer you need to take care of these small things or else everything else is superb. Keep your good work on. It will help many guys who really want to learn something practical. Good job little guy. ☺
Sir can you give me Your email id?
L & T - Learning Technology .. It's nice for me that you asked for mail id. It's satyapadhi89@gmail.com
Feel free to contact me anytime. ☺
ok sir
L & T - Learning Technology ... Sir if there is any corrections as per this guy plz notify us in the comments section ....And u r truly doing a great work. U totally proofed that humanity do Exists. Plz do reply if there's any corrections
Thanks Mukesh Bhai
You are doing a great job!! :)
nice job brothers......
Thanks
as per you explanation the other 20 mm rod cutting length is varying..bcz it is coming over the middle imagine line( 75mm)
thanks for new video
you welcome
sir, you help a lot !! keep it up:)
Sir aap Jo vedio bante BBS ke aap plz Hume excel sheet Mai batoge Kaise formula put up karege plz sir. It will really help me and others too. BBS ka Theory samaj Mai aagaya plz aap excel Mai bhi batado.
very helpful, thank you sir
sir first of all happy new year sir it was a very good video to learn bbs .plz make a video on building estimation .