3 Big Mistakes in Cantilever Beam on Site | Civil Engineering Videos |

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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..

monjitgogoi
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So please, shows us the right rods We will use in the next video.

chankhamrang
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Nice one. Pls try subtitling your videos for more clarity. Thanks.

newage
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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 👍

sridharc
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GOOD INFORMATION BUT LACKS THE INFORMATION AS TO HOW THE CANTILEVER BEAN STRUCTURE SHOULD BE.

jayanthrajashekhar
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This video is very useful & experience for engineers before avoid the mistake.

DS_D.
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How on earth can a project like this lack structural engineering drawings????

swahilivibes-tz
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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

obalobal
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That scaffolding and formwork looks dodgy as hell!!! If it fails you won't even have a cantilever balcony to worry about.

KyleEnslin
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اسلام علیکم۔۔۔۔۔۔عام بندے کو بھی سمجھا دیا کرین۔۔۔۔۔۔۔شکریہ

builduppakistan
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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

jovmoses
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Can you do a video of how to reinforce a correct cantilever beam and it's development bend, thank you.

waluohopaulo
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Interesting but a few sketches would not go astray, to demonstrate your points.

pulporock
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So did you correct it for the sake of occupants and public safety?

ILOCANOngIGOROT
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Dear brother, your videos are nice, are you structural engineer?

faisalkhan
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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

dloui
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Please sir make a video on it and do some correction so that we can know it.

toyotahilux
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Only mentioned problem


Who will tell solution then?

AkshayParulekar-cmhx
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Least of your worries is the bars running across. It's the whole thing

srj
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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?

thenagadiaries