SE VE CLARAMENTE QUE ERES HÁBIL CON TUS MANOS Y TU EXPERIENCIA ES LOABLE PERO LAS ESCALERAS SON ELEMENTOS ESTRUCTURALES Y SE CALCULAN SEGÚN LOS CÓDIGOS, TANTO EN CONCRETO COMO EN ACERO, TODO SE CALCULA EN UN ELEMENTO ESTRUCTURAL NO ES DE PONER POR PONER, Y TE VAS A ENTERAR LA MARAVILLA DE CONSTRUIR CON LAS MATEMÁTICAS SEGÚN LAS CARGAS, INSCRIBITE EN UN CURSO DE CONSTRUCCIÓN DE ELEMENTOS ESTRUCTURALES Y TE ASEGURO QUE TE VA A IR MUY BIEN, YA QUE TIENES EL ARTE EN LAS MANOS PERO TE FALTA UN POQUITO CON LAS MATEMÁTICAS
I am worried about the structural mistakes shown at 9:48. Take 11:17. The column is just placed on the FLAT rebar footing/matting and there was no rebar placed ABOVE the column bent base, This means that the lowest footing/matting is excellent for a vertical downward load as it distributes the load to lower the pressure . However since the column is above the lowest rebar flat footing/matting and there are no VERTICAL TIES TO THE LOWER FOOTING/MATTING, then the concrete under the lowest bent column rebar is in TENSION when the Side thrust is applied and concrete cannot take tension, Placing rebar above the bent lowest fingers of the column, would have helped but there should have been vertical ties tying the bent part of the column rebar to the lower footing/matting. to introduce the steel to take the tension when the column suffers a side thrust. At 9:35 all the edges of that column footing should have been bent upwards preferably with a second bend horizontally to take the side thrust or the "side cantilever effect of the column , That column is not really tied to the foot matting below it. At 17:06 placing those bricks as shutters at the base of the vertical column, is a bit of a joke as the ends of the front brick will never fuse to the side bricks and so there is not buttress effect or a good vertical cantilever at the base of that column, The engineer supervising that work should have seen all this, Good material but not a good understanding of the principles of good engineering, People trusted to work in engineering should be sensitive to the details and not a case of filling in the bulk to hasten the project, There is little strength to side thrust in those columns. The logic of engineering is not obvious to many people and that could result in people doing what they think is right when it is not, An inspector should have supervised the final work before those columns were concreted over. Here is how it should have been done. th-cam.com/video/u-3AF8kZnjw/w-d-xo.htmlsi=J1WQ-luym0FVzlVT th-cam.com/video/wiwgfB0dVqI/w-d-xo.htmlsi=CGcaDIyBVJ5z6kik
The more I watch the worse it gets. Undersized stirrups on columns Column located in wrong position plus Mix is very sloppy, not enough sand in mix Do you not work to code.
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Sukses. Selalu shobat 👍👍
Very good work done I like that jobs . Am mansion from Uganda in eastern part of Africa you can not hate your work be proud with it
Hola
Muy buena forma de construir.
Saludos desde la distante Amazónia Peruana.
Digging by hand people don’t relize it’s Hard work. 💪
they didnt dig by hand. look closely you'd see the teeth marks of the digger.
So hard
Profissional é outra coisa !!!
The column should be in the centered of isolated footing otherwise it could be cause to lead the structural issue in the near future.
But also depends on the side where you are going to place the house
Làm Quá chuyên nghiệp
Great job
روعه ,,, عمل متقن و جميل
SE VE CLARAMENTE QUE ERES HÁBIL CON TUS MANOS Y TU EXPERIENCIA ES LOABLE PERO LAS ESCALERAS SON ELEMENTOS ESTRUCTURALES Y SE CALCULAN SEGÚN LOS CÓDIGOS, TANTO EN CONCRETO COMO EN ACERO, TODO SE CALCULA EN UN ELEMENTO ESTRUCTURAL NO ES DE PONER POR PONER, Y TE VAS A ENTERAR LA MARAVILLA DE CONSTRUIR CON LAS MATEMÁTICAS SEGÚN LAS CARGAS, INSCRIBITE EN UN CURSO DE CONSTRUCCIÓN DE ELEMENTOS ESTRUCTURALES Y TE ASEGURO QUE TE VA A IR MUY BIEN, YA QUE TIENES EL ARTE EN LAS MANOS PERO TE FALTA UN POQUITO CON LAS MATEMÁTICAS
professional
Verrygood
They ar worker...no lazy ..asian word
Yes
i like video
Nice
très très bien
I am worried about the structural mistakes shown at 9:48. Take 11:17. The column is just placed on the FLAT rebar footing/matting and there was no rebar placed ABOVE the column bent base, This means that the lowest footing/matting is excellent for a vertical downward load as it distributes the load to lower the pressure . However since the column is above the lowest rebar flat footing/matting and there are no VERTICAL TIES TO THE LOWER FOOTING/MATTING, then the concrete under the lowest bent column rebar is in TENSION when the Side thrust is applied and concrete cannot take tension, Placing rebar above the bent lowest fingers of the column, would have helped but there should have been vertical ties tying the bent part of the column rebar to the lower footing/matting. to introduce the steel to take the tension when the column suffers a side thrust.
At 9:35 all the edges of that column footing should have been bent upwards preferably with a second bend horizontally to take the side thrust or the "side cantilever effect of the column , That column is not really tied to the foot matting below it.
At 17:06 placing those bricks as shutters at the base of the vertical column, is a bit of a joke as the ends of the front brick will never fuse to the side bricks and so there is not buttress effect or a good vertical cantilever at the base of that column, The engineer supervising that work should have seen all this, Good material but not a good understanding of the principles of good engineering,
People trusted to work in engineering should be sensitive to the details and not a case of filling in the bulk to hasten the project, There is little strength to side thrust in those columns. The logic of engineering is not obvious to many people and that could result in people doing what they think is right when it is not, An inspector should have supervised the final work before those columns were concreted over.
Here is how it should have been done.
th-cam.com/video/u-3AF8kZnjw/w-d-xo.htmlsi=J1WQ-luym0FVzlVT
th-cam.com/video/wiwgfB0dVqI/w-d-xo.htmlsi=CGcaDIyBVJ5z6kik
Sangat profesional sekali cara kerjanya... 👍👍
parabens sucesso 2023 de de paz e saude
Esta gente que clase de trabajadores son 🤦..sin guantes..sin zapatos de seguridad..trabajan con sandalias ..que relajo con estos asiáticos
Trabajan a lo guey...
Oki a ơi
👷👍
Mucha austeridad en el uso de las armaduras de hierro. 😂😂 De todas formas los felicito al menos están trabajando.
Whole new meaning to word steel toe
Wow
Trụ cột xây vậy hồ rơi đầy chân không liên kết bê tông được
The guy on the shovel @ 3.30. Can you please tell me where he bought his safety footwear from?
Hello po, Stirrups are under size for size of rebar for column.
why the column is super near to the soil. muzt have space
Untuk bangunan dua lantai bawahnya tida ada sekat minta tanya baloknya ukuran berap levar dan tingginya
Hello , can you share the drawing plan and its section ?
creo que tambien soy decendiente asiatico, asi trabajo sin nada de epp y esas cosas con mis chanclas mas comodo pero si con seguridad XD
Moro no Brasil .
Can someone tell me in which country these buildings are?
Why not put hooks on base reinforcements and columns should be positioned in the centre of the base reinforcements.
Lớp bê tông quá mỏng để bảo vệ thép trụ móng
Nunca había visto albañiles en chancletas
ini buat banunan berapa tingkat
The more I watch the worse it gets.
Undersized stirrups on columns
Column located in wrong position plus
Mix is very sloppy, not enough sand in mix
Do you not work to code.
La estructuración no esta preparada para sismos.. muy malos constructores... sin supervisión de un ingeniero de buena calidad.
Ok
Bawal gumawa sa kalsada
Very week footing 😮 Don't build more then ground floor
Hello dear friend I watched your show I don’t see no safety all of your workers wearing sandals no boots
My dear friend rong all' colam। don't sefty your RCC
you have iron,cement,sand,rock,concerete but you do not have mind. what are you doing bro? everthing is wrong :(
THIS TYPE OF RCC DESIGNS IS NOT GOOD
Làm thì chẳng đúng kỹ thuật gì mà cũng bày đặt đăng video lên đây
Up me avelbal hai keya
segurança zero!!
Their footwear is a worry