From india; thank u sir this was so knowledgeable 🖒👍

Helpfull sir...goodjob👍

Very good. Explained well.

may yahi dhund raha tha bhi you tube me bhot din se aur ye mil gya kayse sukriya karun aapka may for these video thank you very much best video in tmt rainforce ment

very informative thanks you very much for your video uploading

Top extra bars that resist negetive bending moment at supports should be anchored in to the column to a length of 50D.

@motomajid

9 ай бұрын

Yeah

Hi brother information about Construction joint and earthquake joint very important Thanks

Thank you sir...good knowledgeable video..

@MasterCivilEngineering

3 жыл бұрын

Yup

Meay sri lanka sey dekthahu. Achcha hey teek hogiya

MashaAllah outstanding job sir keep it up

I hit on like button by pausing video at 2.58 just by seeing your effort😍

@umerjaved5764

3 жыл бұрын

Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. kzread.info/dash/bejne/po2nrbOnoMS7Y5s.html

Sahi mai ye video Mere liye bahut hi helpful rha.. thanks

@umerjaved5764

3 жыл бұрын

Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. kzread.info/dash/bejne/po2nrbOnoMS7Y5s.html

Noted, thank you sir 👍

@umerjaved5764

3 жыл бұрын

Full Road construction procedure step by step: Important vedio for Site Engineer. Watch this vedio in Urdu/Hindi. kzread.info/dash/bejne/po2nrbOnoMS7Y5s.html

One good thing is that we can still catch some key english words. nice work, thanks for sharing!

@MasterCivilEngineering

3 жыл бұрын

Nice dear

very useful...thanks...

Sir ji u r to good ....

बहुत बडिया हे सर

Sir excellent...

That’s easy mate

Awesome 👌

thanks a lot keep lecturing videos in the site like this right.

@MasterCivilEngineering

3 жыл бұрын

Yes dear

very good lecture, sirji

Your videos are very informative! I have a query, Is it the R/F of beam on the shorter span which will be laid first and then comes the R/F of beam on the longer span above it? Is there any thumb rule about layering of Reinforcement which one will be laid first and which one over it?

@Civilwork123

Жыл бұрын

Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na #allvideogamingvideo

Very good knowledge, great job

Beam and column junction specially at end, Ld ( Development length in tension) apply nahi Kya gya...Which is most important for seismic point of view...btw thanks for this video...

thanks for the video. but, i think the lateral ties at the beam-column joint should be much closer. seismic hook is also not provided.

Nice work and great information

@Civilwork123

Жыл бұрын

Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na #allvideogamingvideo

Amazing keep it up

Thanks Sir Ji Mohsin Abbas from air Arabia

Well explanation

Sooper 👌

Good job....

Well explained

excellent video

Very nice bro

Masha Allah very nice video Im Indian

Very good.

Very informative video but i have one question Do beam stirrups require bend if yes then your beams stirrups have no bend plz calrify

Thankz

Super understand sir

I love your video bhai

good job 👍 sir

Sir I need design 19ft width 39ft length, high 18fts need to cover full roof no walls only need to cover with help of columns can u design steal for both columns bems n roof pls

Super work by tht builde

@civilbrains

3 жыл бұрын

kzread.info/dash/bejne/mq6cuNmJYK-xctY.html

sir , please make your videos in good clearity....thanks

Cranked bars are provided at top or bottom of beams ?

Look at the both sides of column steel, beam steel is not straight but going down. Will it not create trouble after casting of beam?

i hve some technical question . bro is it necessary to provide hook to anchor bar and not to main bar that u say that not provide to negative bar plz check it out

got it sir thanks

Bim rod binding very nice

Thank you. I have one question. I have removed front side one colume, is there any effects on total building structure?

@kidslearninguni56

3 жыл бұрын

Its depends on length between two coloumn&load

@kidslearninguni56

3 жыл бұрын

You need to check the design and do discuss with your sinior

@cybersecurity3

3 жыл бұрын

@@kidslearninguni56 thank you sagar Ji..

So skillful

Pls tell what size of bars are used in tie beams & in footing.

Y cómo las colocan dentro del encofrado?

Thanks..

All top bars ending in column must have bends equal to development length to be effective. Some top curtail bars have not been provided with bends which makes them ineffective and useless

@bhavikpatel106

5 жыл бұрын

50D+10D

Thanks for the video learn about the bar arrangement of abeam . the movement of the camera should be slow to follow aand understand thebar arrangement. I am going to construct a tie beam of about 16 ft length and 15 inch height and 10 inch thickness . If I use 16 mmTiscon bar , how the bar should be arranged ? Show me in cross sectional view.

Very nice sir

Very good information. One question In the junction between column and beams, below and above beams we are providing column rings What about the column rings in beam depth

V nice bro

By bar arrangement how will we know whether it is fixed support or hinge support

Sir I want to know I can't saw crank bar bent up from upper face to bottom face and there is also not provided hook

Make videos on installation of WC, water proofing , painting

Dear good effort. Should we not bend the stirrup at 135 degrees.

Why not providing development length for extra bars? Is it because of its difficult to bend so many bars at one joint? It was the same way in drawing too?

Why don't you make video on rooftop waterproofing.

@MasterCivilEngineering

3 жыл бұрын

No problem see here

sir in my opinion u should also add some pictures at some points showing the clear picture how beam joins the other if possible ..as the movement of camera in video will be way fast to understand..

@Civilwork123

Жыл бұрын

Bhai Jaan Amar Channel Duke Video Na Dekhle Thakte Parben na #allvideogamingvideo

Really very nice but if can possible please post English translation very useful for other race people thanks

Sir footing marking aur column marking ke baare mein bhi videos karo plzzzz...it will be helpful fr us

No le entiendo nada pero x la imagen de su armado buen trabajo sólo me gustaría q el alambre con q amarran sus estribos fuera más grueso

hello very nice video.However one question-is there enough at the column for adequate amount of concrete as it appears very compact?

Very nice

How to make tender and details about some basic rate of item...

Thank you

Nice video

Very good nice video

Mantap sekali bang ❤️👉👉💯💯💯👍👍

Sir I have question related to slab bar if contractors apply mobil on slab centring so that bar also become oily it's good for bar or not . plz reply soon .....

@FORYOU1

5 жыл бұрын

Oily bar is not good

please tell me the difference between the top extra support bars and side support bars in a beam...

Good i like

This was pretty good, but it could have been more effected by some further information,

Please upload video about slab design

Hi sir nice video

🎉thanks sir ye hi to chahiye tha muze .sir slab mesh wala batayiye aur foundation mesh aur leg kitna kya lena he batayiye

Thanks

Good updat sir

Sir beam ke top and bottom bar ko L kitana dena hai. Plz reply fast.. Also for footing jalli

Sir mai lebar Thekedar hon sir ek beam 27 fite colume se sentar to sentar hai length kitna hona aor bare kitne mm hona chahiye please ripley

Please make a video on trench plan

Sir, why there is no 135° hook in stirrups??

@PrashantPatel0042

4 жыл бұрын

Because labour cost get increse and if you complain about that to your contractor then you ll loose job and you came at one point that you have to stay at home only. It's really hard to stand against uneducated powerfull person, they ll kick you

@ConstructionTechandVlogging

3 жыл бұрын

That's not the case. If zone 2 we can provide but it is always good to provide hooks at 135°. Contractor has nothing to do with the code compliance.

Hello sir my name is Tanmoy Mondal from West Bengal. In secondery Bea support portion extra top bar are provided it's true or rong

Bhai ek BBS( Bar bending schedule) par v video banao na please

Are those lapping for columns are in the lapping zone?

@michaelgu9907

3 жыл бұрын

Hahaha it so bad my work😅

Nice .

Tnx alot

How to calculate the curtail length of extra top and bottom bars.... Sir please answer it

Sir pls make a video on how to find the spacing of stirrups of a beam as the spacing is different in centre and near the support so pls tell me how to calculate

@bhavikpatel106

5 жыл бұрын

Using is 875 2000 used vs equation to find out spacing between striups

Sir junction pai lapping provide kar sakte hai

What about development length, lapping locations?

nice explained good for knowledge but practical mistakes are seen like ld at end of beams, ancorage of stirups.....

@yudististory63

4 жыл бұрын

8