THE TITLE OF YOUR PRESENTATION IS misleading, it seems that you generated a concrete steel reinforcement design. Note that the best way to present your design is to clear up the parameters you used in the design such as the soil bearing pressure, the steel rebar yield strength and so on.
I'm looking for a video with walls and slabs like a concrete room. Not columns and beams but walls. Can the slabs distribution bars and main bars cross in 2 different directions like a grid or does it need to be doubled up with main bars and distribution bars going in all 4 directions.
Your heading in the video is about steel structure but you explain about concrete structure. I am confused. Please explain structure in using steel H Iron & steel I beams. Thank you
Thank you Sir for posting valuable information about RCC design. Can you prepare a few more videos about details Comprehensive and Shear stresses and deflection of beams & calculation methods.
It is RCC structure design. Beams design of , plinth ,main beams , lintel beams are o.k Slab design is over reinforced. 10 mm and 8 mm dia. Combination is enough.
4 storey building, ground floor build with pillars and balanced building with bricks, i need columns structure 16mm 6 steal bar can be use for columns footing
Sir size of the column say 9x9 inc is with concrete cover or without cover and what is the distance between two column if layout diagram more we understand it
Hi brother thank you for sharing your experience with us, but how we finalise steel without explaining safety limits, things u explained more or less every one knows but design means safety limits those not presented by u sir
I think it would be very helpful to provide your assumptions, soil/psi sizmic/ snow/wind loads , shear loads , reinforcing steel grade , connections, ect
It's not steel structure, Which is reinforced concrete structures, the dimensions and reinforcement details varry based on room Sizes , Which code book have you referred for your design concrete or steel?
What is the span for coloumns and for slab? Is 150 mm for the slab thickness necessary? Can we use 8mm or 10 mm? Actually it is reinforced concrete design and not steel structure design
Ur footing depth is 3 ft which is 1 mtr and reinforcment is 75 mm top and bottom, which is 150 mm,,,, and between the mesh is 300 mm and dia of rod is 12 mm top and bottom which is all total 500 mm so where is other 500 mm explain
Sir Good Morning. I'm Jasowanta Naik. Sir, Sapose a Ground floor building structure load 55kn/mtrsqr. What is the method of /How to calculate the structure load of G+1.2.3.........10per mtrsqr.
First, is this even a steel structure or it is a concrete structure instead? Please make sure your topic is right. Second, you should teach how to calculate and get all those reinforcement rather than giving all the reinforcement to your concrete structure. Third, there is no constant or fixed reinforcement for 3 storey or 2 storey domestic buildings. It should be based on the purpose and design load of each floor in the building to calculate your reinforcement.
its good idea but not good video as you just explain what you not designig which you need to start from type of soil,sesiamc region and so on for footing then design footing and then do rest of calculations for other parts
Beam design, bottom 4 bars,( middle 2 bars will be crancked up at support ), i.e. in mid section, 2 at top nd 4 at bottom. At support 4 at top nd 2 at bottom. My Other comments ignore.
What is this?.......you have given the heading steel structure and telling RCC........and for that too just the designed building data what about calculations.
It is not steel structure, it is concrete structure. Steel structure is something else.
👍 great & simplify design, keep it up
Nice video, but yoi did not mention the span between the columns..
THE TITLE OF YOUR PRESENTATION IS misleading, it seems that you generated a concrete steel reinforcement design. Note that the best way to present your design is to clear up the parameters you used in the design such as the soil bearing pressure, the steel rebar yield strength and so on.
Nice and informative videos. Best wishes
There was no calculation in the whole design. This is a rule of thumb which is not acceptable in engineering design.
Right....
Not acceptable for multistorey but acceptable for 3 4 storey
I'm looking for a video with walls and slabs like a concrete room. Not columns and beams but walls. Can the slabs distribution bars and main bars cross in 2 different directions like a grid or does it need to be doubled up with main bars and distribution bars going in all 4 directions.
you didnt say how ,you said what you did
how did you take column size 9" and how did you decide number of bars andso on
When do you apply a slab beam
Three storey building
Sorry mean
Ground floor
First floor
Second floor
Right?
Mr engineer I think depth of footing 3 ft is not enough
Your heading in the video is about steel structure but you explain about concrete structure. I am confused. Please explain structure in using steel H Iron & steel I beams. Thank you
12mm Steel for reinforcement of slab that to top & bottom, is it accessory .
How can you deside the steel bar sizes and columns, footing??????
what would be the equivalent wide flange or i-beam to use instead of reinforced concrete columns and beams?
it concrete structure design bro.
haha
is it always constant for the plinth beam to have 16mm of 4 tension bar and 2 compression bar?
Please if the bottle part is 16mm and the top part is 12mm what will happen to the compression force?
Great video 👍. Thank you for taking the time to make this.
Sir!
Footing .
Beam .
Column.
Slab .
Mai ketny percent steel use hota hai
But the Length and Width of Slab as-well-as Span of the Top Beam was not told.
Good, it is so valuable to know, how useful this video is thank you sir🙏
Asalamualaycum.
Im vert impressed with your videos
I am 70 years old. After seeing your video, encouraged to build my own house. The plot size is 33' X 85'.
@S David ... did u start to build yet? I am going to ... a 40'x50' ...3 story. In the sketchup stage now.
@@red-hat-mike I am in the watching TH-cam stage
You arn not showing formulas to to do calculation for the deign🙄
Sir how to find out footing depth and footing and plinth beam and column reinforcement Steel design...?
Excellent video Sami bhai....
Roof slab for 16feet x16feet what is steel rods you recomond.witout consield beam 16x16 slab is safe?
Thank you Sir for posting valuable information about RCC design. Can you prepare a few more videos about details Comprehensive and Shear stresses and deflection of beams & calculation methods.
Over reinforcement in slab as we should use 8 mm bars in distribution bar and 10 mm main bar with crank
Whts this? Tell us the reason why u used this this dia, what would happen if we use large dia or more spacing
It is RCC structure design.
Beams design of , plinth ,main beams , lintel beams are o.k
Slab design is over reinforced. 10 mm and 8 mm dia. Combination is enough.
Sorry, the depth of footing should be 1200 mm.
Ok! But please can you construct beam of 10 Storey building.
bhai ye RCC structure bataye ho, steel structure kiyu likhe ho
Sorry, but you have described a REINFORCED CONCRETE structure for a domestic/residential building, NOT a steel one... Why the confusion?
He already told steel desigh for RCC building.i.e where there's steel applicable & it reinforeced of steel.
Sir
Colum dog lage size?
And column concrete cover size?
This is not steel structure per the title. This is RC construction.
It is just RCC design only . Then why it is titled as steel structure?
4 storey building, ground floor build with pillars and balanced building with bricks, i need columns structure 16mm 6 steal bar can be use for columns footing
Sir size of the column say 9x9 inc is with concrete cover or without cover and what is the distance between two column if layout diagram more we understand it
For foor soil it's design we can apply
Very very good👍 and well
Hi brother thank you for sharing your experience with us, but how we finalise steel without explaining safety limits, things u explained more or less every one knows but design means safety limits those not presented by u sir
where is the steel structure now.
I think it would be very helpful to provide your assumptions, soil/psi sizmic/ snow/wind loads , shear loads , reinforcing steel grade , connections, ect
It's not steel structure, Which is reinforced concrete structures, the dimensions and reinforcement details varry based on room Sizes ,
Which code book have you referred for your design concrete or steel?
Sir give the detail structural design for 2 stored residential building 30x60
Can we provide crank bars on plinth beam
pl give full steel structure design for 4 or 5 storey domestic building also
Good teaching ... 👌🏾💐
Where is calculations of loads and what is the FOS.....?
What is development length size in plinth beam
Hello sir, can you do a 4 storey steel building?
Where you get the depth of the footing 3’???
thanks engineer although its 3 yrs but its still useful
Sir, please mention grade of concrete and span lenth of columns.
Space between columns sir?
Hi Sir Namaskar
Is It Possible 9×9 Column Size For 3 Storey Domestic Building Just This Is My Small Doubt Please Sir
We used 9'*12' ,with 4 16mm bars in corners and 2 12mm bars in 9' side centre respectively, is it ok for G + 3
2 bars of 12mm should be used near 12" side not 9" side but steel design is fine
thanks for such a fantastic video. engr ibrahim
Super video sir
What is the span for coloumns and for slab? Is 150 mm for the slab thickness necessary? Can we use 8mm or 10 mm? Actually it is reinforced concrete design and not steel structure design
If you use 10 mm then better of 8 mm
Brother how we can communicate with your to get advice about construction. Thanks
Good Work Mr.
You told steel structure design but you explained it as RCC structure design.
Sir wonderful explanation Thanks
Great amazing 😉
Watching from nepal 🇳🇵
Nu za ba na lewany kegm ?
do you know what is mean by Design ?
what is steel structure?
kon hai ye log kahan se aty hai?
Mere gharka 9*18 inch column hai aur 16mm-2 qty and 12mm- 2 qty aur distance between column is 13feet is it ok.
Your structure is little bit overstressed I think. So, not safe for Earthquake more than 7 rector.. otherwise , it doesn't matter much..
Thanks for Teaching👍🏻
You have written steel building but it is RCC
How it is steel structure? It is RCC
This is nonsense
You are giving the summary. There is no engg. It is only a contractors details. Please technology.
Ur footing depth is 3 ft which is 1 mtr and reinforcment is 75 mm top and bottom, which is 150 mm,,,, and between the mesh is 300 mm and dia of rod is 12 mm top and bottom which is all total 500 mm so where is other 500 mm explain
Bro it is steel structure? Design of steel structure for building is not so simple thats why i seen...Please correct it bro......
Is this in India?
Good information
It is Residential building...🙋🏾♂️
Not Domestic ...🙅🏾♂️
Sir Good Morning. I'm Jasowanta Naik. Sir, Sapose a Ground floor building structure load 55kn/mtrsqr. What is the method of /How to calculate the structure load of G+1.2.3.........10per mtrsqr.
it is nice video but it is Beter if you are using metric unit.
What can be the distance between two colum.
I think it is not safe for zone5
Nice brother but what you are writing is completely invisible to viewers.
Y plinth beam not use bend bars
First, is this even a steel structure or it is a concrete structure instead? Please make sure your topic is right.
Second, you should teach how to calculate and get all those reinforcement rather than giving all the reinforcement to your concrete structure.
Third, there is no constant or fixed reinforcement for 3 storey or 2 storey domestic buildings. It should be based on the purpose and design load of each floor in the building to calculate your reinforcement.
Agreed sir
Please max written on the board b/c when we download not clear
Do you have an office in QC?
R c c 1miter wait ?
May I know one and half story building guide line .Thank you
its good idea but not good video as you just explain what you not designig which you need to start from type of soil,sesiamc region and so on for footing then design footing and then do rest of calculations for other parts
Beam design, bottom 4 bars,( middle 2 bars will be crancked up at support ), i.e. in mid section, 2 at top nd 4 at bottom. At support 4 at top nd 2 at bottom. My Other comments ignore.
Can I use bricks slab in rcc frame structure house 3 story
Rcc slab is the better than briks slab in multi storey building
What is this?.......you have given the heading steel structure and telling RCC........and for that too just the designed building data what about calculations.
Sir,
can I use 10 mm for slab?
As your wish but minimum size is 150 mm
Make a vedio about Dam Construction and its supervision tips,
you are very very important person for keep it up!!!! HERO!!
Is it compulsory to do brick work under plinth beam
Thanks a lot for your efforts 🙏 🙏
You have not discussed IS 875 loading and EQ zones and IS 1893 loads and ductile detailing codal provision and the design is RCC not steel sir
Sir if you have made its site video. . .so pls do share the link, I would be greatful. .