3 Big Mistakes in Cantilever Beam on Site | Civil Engineering Videos |
HTML-код
- Опубликовано: 6 фев 2025
- 1) Construction cost of 1000 square feet House 2019? Cost of House Construction per square foot 2019
• Construction cost of 1...
2) Grade Of Concrete and water Cement Ratio
• Grade Of Concrete and ...
3) How to calculate Cement, Sand, and Aggregate for M20 concrete
• How to calculate Cemen...
4) Depth of Footing/Foundation and Reinforcement details in Foundation
• Depth of Footing/Found...
5) Maximum distance between two RCC columns?
• Maximum distance betwe...
6) Big Mistakes in RCC Slab - Lapping Mistakes
• Big Mistakes in RCC Sl...
play Lists :
Construction Videos :
• How to Chose Good Qual...
Construction Site Visit :
• New Exterior Design fo...
House Planning Play List :
• How to Study Column wi...
#CivilEngineers #CivilEngineering
First of all..from my knowledge of engineering..
1. side bars for the beam is not required if the depth of the beam is not too large.
2. In Stirrups for the beams there should be two hooks (135 degree bend) at the two ends..which are missing as seen in the video..
3. In some beams top reinforcements are placed very close to each other.. according to design code there should be minimum distance between two reinforcement bars..
So please, shows us the right rods We will use in the next video.
GOOD INFORMATION BUT LACKS THE INFORMATION AS TO HOW THE CANTILEVER BEAN STRUCTURE SHOULD BE.
What did you andestand from this video please.
No information as to hom the cantilever Beam struktur should be..like viddeo ..sktcch drawing or any things
Nice one please make use of arrows to point out where there is a problem with a corresponding image of the proper corrections...sometimes getting your words seems difficult because of speed and accent so please subtitling should adopted.thanks
اسلام علیکم۔۔۔۔۔۔عام بندے کو بھی سمجھا دیا کرین۔۔۔۔۔۔۔شکریہ
Nice one. Pls try subtitling your videos for more clarity. Thanks.
About bottom reinforcement, some people do support the cantliver especially in rural areas so i think it's save option to design as cantliver and supported beam in the same time
Please sir make a video on it and do some correction so that we can know it.
So did you correct it for the sake of occupants and public safety?
Only mentioned problem
Who will tell solution then?
Dear brother, your videos are nice, are you structural engineer?
Interesting but a few sketches would not go astray, to demonstrate your points.
Yeah a overlay of a colored bar the correct way on the video showing the proper way.
Build a concrete house without any belt concrete.can this damage house
Can you do a video of how to reinforce a correct cantilever beam and it's development bend,thank you.
Yyyyyyy you can
How on earth can a project like this lack structural engineering drawings????
That scaffolding and formwork looks dodgy as hell!!! If it fails you won't even have a cantilever balcony to worry about.
In India we do like this way only
@@chintureddy9254 😂👌
Hello 👋 thanks for your suggestions, but DO SHOW BY POINTING AT EACH PART OF THE ASSEMBLED STRUCTURAL DESIGN ELEMENTS OF MS Bars, using a stick or pointer showing those defects that would be more beneficial to understand. 🙏🏻🙂Thanks 👍
Sir kya hum beam ka size 9/12 ke skte h G+3 ke liye aur sariya 6 12mm ke use krte h kya
This video is very useful & experience for engineers before avoid the mistake.
can be construct full length wall on cantilever beam for room purpose?
Cantilever length is 1.2m please
What is the maximum length of cantilever beam? Weight capacity?
That's a throughout beam extended as cantilever so it's ok as per the cantilever perspective .
Sir ,on 2 feet cantilever can I construct another room by 10mm wall.
No CC in slab rebars?
for Cantliver reniforcement should be placed at compression fibre not in tension fibre .it was big mistake .
Good idea ser
1. the max length of the cantilever beam mostly governed by the effective length of the last fully supported girder.
2. the number of top rebar of the cantilever beam is determined by the top rebar of the last span girder
How the rules in your life my problem also be vahan se message cha khelam
Ram Ram bhai from Nepal🇳🇵🇳🇵🇳🇵🇳🇵
Use the max. Moment to design a cantilever beam, get the dimension and bars using the bending moment..
Least of your worries is the bars running across. It's the whole thing
If the house is no longer to be extended in future.. why is development bar so important
Show us correction in next video... please...
Hello, I am a Structural engineer currently working at The Naga Architects & Co. Can you please upload a video based on long span cantilever beams regarding its structural design? The types of binding and design tricks for say 6-9ft span cantilever?
Sir ap ek Indian ho Hindi mein kyun nahin samjhate
I understand only some if the words he is saying so I didn't like the video.
Engineers always makes mistakes in plans and foreman always fix it. Lets be honest theory doesnt always work on actual
Are u structural engineer ?? It seems not!,,,
I hope everbody will be fine
Make solution one video plz
Even the slab reinforcement at the edge was not returned
The Engineer analyzed and designed the structure and shown on the plans but the Foreman did not follow the structural details. Maybe some of your observations are correct but it will be better to see the plan first as reference and make the best comment.
Good bro
Good i like👍🙏
IF YOU COULD PROVIDE CORRECT ONE ,LIKE IN DRAWING ATLEAST WOULD HELP
Hindi bhai it's comfortable for all
Short span shoulb be bottom first
Very informative video
Can we build a toilet in 4’ cantilever of 9” by 12” column where spacing between two coloumn is 3.5m center to center
Please reply Asap 🙏
Highlight the problem clearly....and explain it
Then why you are there?
Sir, find water tank Design.when his size 7*5*6 feet.
Good
Great analysis
Also missing 135 angle in the rings
Baraka lahou fikkk
Btw...thing slab will work
Top should be 3 and below only 2.....
Tell solution
2.3m is too long
Jai shri ram 🚩🚩
Maximum nahin More number
Mag tagalog ka. Hahaha
Got it
Alaka pakhto kay o waya
Mistaken
ज
Mistake edea good Intruction.
One way slab?????!!!!!
it's economical one way