Great video 👍. Thank you for taking the time to make this.

Thanks a lot for your efforts 🙏 🙏

Sir wonderful explanation Thanks

You are intenligent just like mg teacher in engineering

thanks for such a fantastic video. engr ibrahim

Great amazing 😉 Watching from nepal 🇳🇵

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.

Good, it is so valuable to know, how useful this video is thank you sir🙏

It is not steel structure, it is concrete structure. Steel structure is something else.

Thank you so much bro.

Thanks for this video.

There was no calculation in the whole design. This is a rule of thumb which is not acceptable in engineering design.

Thank you!

Asalamualaycum. Im vert impressed with your videos

Nice and informative videos. Best wishes

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.

Good teaching ... 👌🏾💐

Excellent video Sami bhai....

Nice video, but yoi did not mention the span between the columns..

thank you so much

it concrete structure design bro.

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

Good Work Mr.

Thanks you for your explain

Over reinforcement in slab as we should use 8 mm bars in distribution bar and 10 mm main bar with crank

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

what would be the equivalent wide flange or i-beam to use instead of reinforced concrete columns and beams?

is it always constant for the plinth beam to have 16mm of 4 tension bar and 2 compression bar?

Thanks for Teaching👍🏻

Mr engineer I think depth of footing 3 ft is not enough

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.

Excellent 👍

Thanks a lot bro👍

Excellent sir

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.

Excellent

👍 great & simplify design, keep it up

Sorry, the depth of footing should be 1200 mm.

Thanku so much 💓

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

Sir how to find out footing depth and footing and plinth beam and column reinforcement Steel design...?

Roof slab for 16feet x16feet what is steel rods you recomond.witout consield beam 16x16 slab is safe?

Thanks a lot. Please upload four story building same discribe.

Make a vedio about Dam Construction and its supervision tips,

Thanks for sharing

Sir if you have made its site video. . .so pls do share the link, I would be greatful. .

But the Length and Width of Slab as-well-as Span of the Top Beam was not told.

When do you apply a slab beam

Please if the bottle part is 16mm and the top part is 12mm what will happen to the compression force?

thanks engineer although its 3 yrs but its still useful

you are very very important person for keep it up!!!! HERO!!

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

Sir, please mention grade of concrete and span lenth of columns.

Is it compulsory to do brick work under plinth beam

pl give full steel structure design for 4 or 5 storey domestic building also

I am 70 years old. After seeing your video, encouraged to build my own house. The plot size is 33' X 85'.

Where you get the depth of the footing 3’???

Fantastic

How can you deside the steel bar sizes and columns, footing??????

👌👌👌

12mm Steel for reinforcement of slab that to top & bottom, is it accessory .

What can be the distance between two colum.

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

Ok! But please can you construct beam of 10 Storey building.

Can we provide crank bars on plinth beam

May I know one and half story building guide line .Thank you

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

This is not steel structure per the title. This is RC construction.

Whts this? Tell us the reason why u used this this dia, what would happen if we use large dia or more spacing

I think it would be very helpful to provide your assumptions, soil/psi sizmic/ snow/wind loads , shear loads , reinforcing steel grade , connections, ect

Waaleikum salam wrhmtu_Allah wabarakat bro

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

Super video sir

Good information

Assalamualaikum warahmatulahi wabarkatahu .Sami sir very nice guidence to all of the civil engineering students and people's .all of the structure design is very helpful in any building construction work.

Good

Hello sir, can you do a 4 storey steel building?

You describe a reinforced concrete structure.

Very very good👍 and well

Walekumaslam assalam warhmatullah wabrkathu magfrathu.

Sir I have used 9*12 column with 12 and 16 mm bar

For foor soil it's design we can apply

its not a steel structure its a rcc structure no i beam used

it is nice video but it is Beter if you are using metric unit.

You told steel structure design but you explained it as RCC structure design.

Sir, need to to know about crank bar estimates 🙏🏿

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.

12 mm dia steel in slab it will be very costly and heavy design n there is no need to provide 12 mm steel 8 mm dia steel is also sufficient for safe design

Sir give the detail structural design for 2 stored residential building 30x60

here you sleected everything from your mind all sleection need to anlysis

good

Where is calculations of loads and what is the FOS.....?

You have written steel building but it is RCC

You arn not showing formulas to to do calculation for the deign🙄

wah oo terra steel structure, hasa kadha dita tu tay

Y plinth beam not use bend bars

Space between columns sir?

Sir Colum dog lage size? And column concrete cover size?

🤝

What is development length size in plinth beam